JP2001227587A - Base isolation device, slide support and base isolation structure - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a base isolation device which is more inexpensive and durable than a laminated rubber base isolation device and higher in base isolation performance. SOLUTION: The base isolation device comprises a base isolation and slip support D by a slip surface, a restoration unit by the gravity restoration, a spring, etc., an extraction preventive device to prevent the extraction caused by the seismic force and the wind, and a fixed pin device to prevent the oscillation by the wind.

Description

DETAILED DESCRIPTION OF THE INVENTION

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic isolation device or a sliding bearing (sliding bearing, rolling bearing).
The sliding bearing is provided between the structure and the structure supporting the structure, and the seismic isolation device is also provided between the structure to be seismically isolated and the structure to support the structure to be seismically isolated. It is provided between them. The seismic isolation device invented here can of course be used or applied as a sliding bearing. Seismically isolated structures include civil engineering, architecture, equipment, (seismically isolated) floors, furniture,
Furniture, etc., which is all that you want to be seismically isolated. Less than,
The seismic isolation device and the sliding bearing are called "seismic isolation device / slip bearing", and the seismic isolation device using the sliding bearing (slide bearing, rolling bearing) is called "sliding type seismic isolation device". Sliding bearings for this purpose are called "sliding type seismic isolation bearings" or "seismically isolated sliding bearings", and seismic isolation with sliding type seismic isolation devices or sliding type seismic isolation bearings is called "sliding type seismic isolation". Furthermore, seismic isolation devices using sliding bearings are called "slip-type seismic isolation devices", and seismic isolation devices using rolling bearings are called "rolling-type seismic isolation devices".
The seismic isolation by the sliding seismic isolation device is called "slip seismic isolation", and the seismic isolation by the rolling seismic isolation device is called "rolling seismic isolation".
That.

2. Description of the Related Art The inventor and applicant of the present invention disclose patents 1844024 and 2575283.
With seismic isolation device (gravity restoration type seismic isolation device, sliding bearing), seismic isolation device (seismic isolation device, sliding bearing), pull-out prevention device (pull-out prevention device, sliding bearing), fixing device (wind sway, etc.) The invention of a fixing device such as a fixing pin device for preventing the separation), the invention of the device for preventing disengagement, and the invention relating to the installation position of the seismic isolation device in Japanese Patent No.
Although the invention of a vertical support system using a tensile member is made, the present invention relates to those improved inventions and new seismic isolation devices and sliding bearings. Further, Japanese Patent No. 1844024 and Japanese Patent No. 2575283 have a form in which a plurality of devices combine to exhibit a full function. In that case,
In addition to waste of materials, various devices must be separately installed, which requires more space and increases labor costs for installation. Considering this, and considering the large number of installations at a limited position such as the vertical load transmission position, 1
The invention of a device that performs all functions by itself is desired. A. Seismic isolation device 1. Cross type seismic isolation device / sliding bearing or cross gravity restoring type seismic isolation device / sliding bearing In Japanese Patent No. 1844024 and Japanese Patent No. 2575283, as a seismic isolation device having a recovery performance in all directions, a mortar shape (cone / pyramid) is used. Etc. are hereinafter referred to as mortars),
There is a seismic isolation restoration device that consists of a seismic isolation plate with a concave sliding surface such as a spherical surface, which is restored by gravity.The seismic isolation plate of this device takes up space and also protrudes from the structure and the foundation. There was also a problem with the supporting strength when force was applied to the steel. It is required to reduce the area of the protruding portion. In addition, as a problem specific to the gravity restoration type, there is a problem that play is caused by play of the pull-out prevention device etc. provided to respond to vertical displacement during vibration, pull-out to a structure isolated by wind force etc. There was a need to solve the problem of shock running when force is generated. In addition, it was required to lower the coefficient of friction of the sliding bearing and to combine a pull-out prevention device. 2. Improvement of pull-out prevention device and sliding bearing 2.1. Pull-out prevention device / sliding bearing with restoring / damping spring, etc. The pull-out preventing device of Japanese Patent No. 1844024 is provided with a restoring function or a damping function, and also suppresses or prevents a slipping part or the like from coming off the seismic isolation plate. Was required. 2.2. Pullout prevention device with laminated rubber / rubber / spring etc.
Sliding bearing A combination of the pull-out preventing device of Japanese Patent No. 1844024 and laminated rubber, rubber, spring, etc., has been required. Further, it is necessary to solve the problem of the lack of resistance of the laminated rubber to the pull-out force and the problem of buckling of the laminated rubber (which is remarkable in the laminated rubber having a height higher than the bottom). 2.3. Enhancement of pull-out prevention function It is desired to further enhance the pull-out prevention function of the pull-out prevention device of Japanese Patent No. 1844024. 2.4. New Pull-out Prevention Device / Sliding Bearing The pull-out prevention device disclosed in Japanese Patent No. 1844024 is required to have a variation in shape, particularly a compact one. It was also required that such a pull-out prevention device be combined with a restoring device. 2.5. Gravity recovery type pull-out prevention device / slip bearing A combination of pull-out prevention device and seismic isolation recovery device was required. 2.6. Pull-out prevention device, gravity-restoring seismic isolation device for sliding bearings, vertical displacement absorption device for sliding bearing vibrations Vertical displacement during vibration of the above-mentioned gravity-restoring seismic isolation recovery device used in combination with the pull-out prevention device of Patent No. 1844024 It has been required to solve the problem of rattling due to play due to wind, and the problem of the impact running when a pull-out force is generated in a structure that is isolated by the wind or the like. 2.7. Pull-out prevention device / intermediate sliding portion of slide bearing (sliding type) With respect to the pull-out prevention device / sliding bearing disclosed in Japanese Patent No. 1844024, it was required to lower the coefficient of friction between the upper slide member and the lower slide member. 2.8. Pull-out prevention device and intermediate sliding portion of sliding bearing (rolling type) For the pull-out prevention device and sliding bearing of Japanese Patent No. 1844024, it was required to lower the coefficient of friction between the upper slide member and the lower slide member. 2.9. Improvement of Pull-out Prevention Device / Sliding Bearing For the pull-out prevention device / sliding bearing of Japanese Patent No. 1844024, it was required to reduce the horizontal dimension and also to be used as a rolling bearing. 3. Improvement of damper function of sliding type seismic isolation device / sliding bearing and improvement of initial sliding Sliding type seismic isolating device / sliding bearing such as Japanese Patent No. 1844024 and Japanese Patent No. 2575283 for seismic isolation restoring device improve initial sliding. And to reduce the amplitude during an earthquake. As a problem of the sliding seismic isolation device, the amplitude is suppressed by increasing the friction coefficient,
If the initial dynamic acceleration increases and, conversely, the friction coefficient decreases, the initial dynamic acceleration decreases, but the amplitude increases. Therefore, a damping device that solves such a problem is required. That is, the damping device has a small initial motion acceleration, that is, a high seismic isolation sensitivity, and suppresses a certain amplitude or more. 4. Double (or more than two) seismic isolation plate seismic isolation device, gravity restoration type seismic isolation device Japanese Patent No. 1844024 and Patent No. 2575283 Sex was also required. In addition, it is desirable to reduce the friction between the seismic isolation plate and the sliding portion, increase the contact area as much as possible, and keep the contact area unchanged even during vibration. In addition, integration with a restoring device and a pull-out prevention device was also required. 4.5. Gravity restoration type single seismic isolation plate seismic isolation device, improvement of sliding part of sliding bearing Patent No. 1844024 and Patent No. 25752
Regarding the seismic isolation device and the seismic isolation restoration device of No. 83, we want to make the contact area between the seismic isolation plate and the sliding part as large as possible, and to keep the same contact area even when vibrating. In addition, it was required to improve the sliding performance and to make the swing angle steep. 4.6. 4.7. A gravity recovery type single seismic isolation plate seismic isolation device and sliding bearing that absorbs vertical displacement of the sliding part 4.7. Vertical displacement absorbing gravity recovery type seismic isolation device / slip bearing for rim-cutting It is necessary for the gravity recovery type seismic isolation device / slide bearing to absorb vertical displacement during vibration. 4.8. New gravity restoring seismic isolation device A long-life restoring device that is not based on springs or rubber was required. In addition, Japanese Patent No. 1844024 and Patent No. 25
Vertical displacement occurs in the gravity recovery type seismic isolation device of No. 75283, and a seismic isolation device without vertical displacement (gravity recovery type seismic isolation device / sliding bearing) is required. There is also a need for a restoring device that has better seismic isolation performance than a spring-based restoring device and that has a greater ability to eliminate residual displacement after an earthquake. 5. Resonance-free seismic isolation devices, equations of motion, and programs Both seismic and seismic isolation were considered to be the most dangerous phenomena because resonance is an inevitable phenomenon. There is a need for a seismic isolation device without resonance. 6. Vertical seismic isolation device The need for a vertical seismic isolation device that can absorb the vertical motion of the earthquake has been demanded since the Great Hanshin Earthquake. 7. Seismic power generation equipment with seismic isolation 7.1. Seismic power generation equipment by seismic isolation It was desired to convert seismic energy into useful energy such as electricity, but here seismic isolation equipment can be used. Furthermore, it was difficult to convert three-dimensional motion of seismic energy into one-dimensional motion, and a method to solve it was also required. 7.2. Seismic power generation device type seismic sensor The invention of a seismic sensor based on seismic power generation using seismic energy without using electricity has been desired. Further, a large-capacity battery capable of generating an amount of energy that can be used for releasing the fixing device described below has been desired. 8. Fixing Device / Damper Further, with regard to the fixing device (fixing pin device) of Japanese Patent No. 2575283, it was required to clarify the detailed specifications. In the Great Hanshin Earthquake, piles were often broken and damaged, even if the building was safe. A coping method should be considered. In addition, a device (displacement suppression device) that leads to suppression of wind sway and displacement during seismic isolation is required. 9. It is necessary to be able to cope with earthquake displacement amplitude that exceeds expectations. It is also necessary to improve the pressure resistance of sliding bearings, especially rolling bearings. 9.5. /9.6. In the case of two-stage seismic isolation and rolling type seismic isolation, a countermeasure was required if the allowable displacement of the seismic isolation plate was exceeded during the earthquake. 10. Rotation / torsion prevention device With a single fixing device, rotation during wind power cannot be stopped. If the center of gravity and the rigidity are out of alignment by using a spring-type restoring device such as laminated rubber or a speed proportional damping device such as an oil damper, torsional vibration of the seismically isolated structure will occur when seismic isolation occurs. .
It was desired to solve these problems. 11. Combinations of seismic isolation devices and material specifications It is necessary to determine the combinations of seismic isolation devices and their materials and specifications. 12. New laminated rubber spring, restoration spring 12.1. New laminated rubber / spring Conventional laminated rubber has problems of adhesion between steel and rubber, difficulties in manufacturing by stacking steel and rubber together, problems with pressure resistance, and problems with fire prevention. There is a demand for a method that can solve these problems by a simpler manufacturing method. 12.2. Restoring spring When a spring is installed vertically, it can have restoring performance in any horizontal direction, but it has poor restoring force against slight horizontal displacement. A way to solve that problem was desired. B. Seismic isolation device and structural law 13. Structural design method based on seismic isolation structure A concrete method of designing the structure of buildings, etc. using the above seismic isolation device and seismic isolation structure was also required. 13.1. High-rise buildings and structures Especially in the case of a flexible high-rise building, it shakes greatly during an earthquake, but also shakes greatly during the wind. A method for solving this problem by using a seismic isolation device was desired. 13.2. Buildings / structures with a high tower ratio Since buildings and structures subjected to pull-out forces cannot use conventional laminated rubber, seismic isolation devices were not used for buildings / structures with a high tower ratio. A way to solve this problem was desired. 13.4. Lightweight buildings and structures In the case of conventional seismic isolation devices using laminated rubber, the natural period of the structure to be seismically isolated does not extend, and seismic isolation is not performed. Did not. A way to solve this problem was desired. 13.5. Traditional wooden detached house / lightweight (wooden / steel frame)
Detached houses (1) Formation of base floor structure When a seismic isolation device is installed, it is required to show how to form the base floor structure. 14． Seismic Isolation Device Design and Seismic Isolation Device Arrangement For the sliding type seismic isolation device, the contents concerning the arrangement and the design of the restoration capacity of the restoration device at that time were required. It is also necessary to solve the problem of maintaining horizontality during and after construction of the sliding seismic isolation device. 15. Rationalization of the installation of seismic isolation devices and the construction of foundations In particular, low-cost simple seismic isolation devices are required for detached houses. The need to separate the seismically isolated structure and the structure that supports the seismically isolated structure required a beam on the first floor and a floor to support it, and the challenge was how to make it cheaper. . Also, prefabricated, conventional, 2 × 4
Therefore, it was necessary to develop a seismic isolation method that does not consider the difference in the construction method of the superstructure (the structure to be seismically isolated), and to solve the problem that the superstructure lacks rigidity. Also,
Regardless of detached houses, a rational construction method was required for the installation of seismic isolation devices and construction of the foundation. 18. Seismic isolation equipment There was a need for seismic isolation equipment to ensure flexibility between the seismically isolated structure and the structure supporting the seismically isolated structure.

[Means for Solving the Problems] The present invention has been described above.
It solves such problems and issues. A. Seismic isolation device 1. Cross type seismic isolation device / slide bearing, or cross gravity restoration type
Seismic isolation device and sliding bearing 1.1. Cross-type seismic isolation device, sliding bearing, or cross gravity recovery
Original seismic isolation device / sliding bearing Japanese Patent No. 1844024
(Fig. 8-9)
In order to ensure that the sliding surface (sliding / rolling surface)
The same below) with a cross-shaped seismic isolation device and sliding bearing
(Hereinafter referred to as "cross-shaped seismic isolation device / slip bearing"). Ma
In addition, the unidirectionality of the invention of Japanese Patent No.
(The same applies to the following.) Seismic isolation system using a seismic isolation plate (Patent
1 to 4 of the specification of Japanese Patent No. 1844024),
Concave shape unidirectional seismic isolation to provide directional restoration performance
A configuration in which the restoration device is engaged by crossing it up and down
("Cross-gravity restoring seismic isolation device and sliding bearing"
Say). This is similar to the cross-shaped seismic isolation device and sliding bearing,
It also saves money. Claim 1 is the seismic isolation device
The invention of the mounting / sliding bearing and the seismic isolation structure
You. 1.2. Cross-shaped seismic isolation device, sliding bearing, cross gravity restoration type isolated
Intermediate sliding part of seismic device and sliding bearing 1.1. Cross-type seismic isolation device, sliding bearing, cross gravity restoration type
Upper slide member and lower slide of seismic isolation device and sliding bearing
The friction coefficient between the sliding members and the mutual contact of the sliding surfaces.
In order to increase the contact area
Meaning both "or" and "and")
It has been invented to provide an intermediate sliding portion between the sliding members. Contract
Claim 2 is based on the seismic isolation device and sliding bearing, and
It is an invention of a seismic isolation structure. Furthermore, of the intermediate sliding part,
At the position where it contacts the upper slide member and the lower slide member,
Roller balls (bearings) may be provided. 1.3. Cross gravity restoring type pull-out prevention device / sliding bearing Further, the invention according to claim 1 or 2, and patent 18
No. 44024 pullout prevention device (Japanese Patent No. 1844024)
(Figs. 10 to 11)
Seismic isolation device that prevents pulling out and also restores
And sliding bearings (hereinafter referred to as “cross-gravity restoration type
Pull-out prevention device / slip bearing ”). Claim 3 claims that
Of seismic isolation devices and sliding bearings, and the release of seismic isolation structures
It is clear. In addition, during vibrations peculiar to gravity restoring seismic isolation devices,
Pull-out prevention device, etc. provided to respond to vertical displacement
Play, rattling, wind, etc.
Impact when a pull-out force is applied to the seismically isolated structure
The problem with running is that the slide hole in the upper slide
Make the lower part of the lower member sandwiched downward concave, and slide it down
The upper part of the upper member sandwiching the sliding hole of the member has an upward concave shape
And the upper and lower slide members slide on each other
By doing so. Claim 4 is the seismic isolation device
The invention of the mounting / sliding bearing and the seismic isolation structure
You. Friction between upper and lower slide members
To reduce the coefficient and increase the contact area of the mutual sliding surface
And intermediate slides or roller balls (bearings)
It is conceivable to provide an intermediate sliding portion having the following. Claim
3. In the seismic isolation device and sliding bearing according to claim 2,
That is the invention. 2. Improvement of pull-out prevention device and sliding bearing 2.1. Pull-out prevention device with restoration / damping spring etc.
Japanese Patent No. 1844024, slide hole of pullout prevention device
In the horizontal direction, elastic bodies such as springs, air springs, rubber, etc.
Are magnets (use the repulsive attraction between magnets) etc. (all
(Referred to as “springs, etc.” in Chapter 4)
The damping function can be provided. Claim 5-Claim
Item 7 is the seismic isolation device, sliding bearing (restoration, damping spring, etc.)
Pull-out prevention device, sliding bearing), and seismic isolation
It is an invention of a structure. In addition, this spring etc.
Without touching the other slide member,
Combined with the configuration that is provided in
There is a possibility that the sliding part may come off from the sliding surface of the seismic isolation plate
Suppression works only in the case of seismic amplitude,
Suppression does not work for earthquake amplitude inside the building, reducing seismic isolation performance
No effect is obtained. Also, elastic force or magnetic force
Suitable for restoration using a two-stage spring that changes in two stages
And two-stage elastic force
Is the size of the seismic isolation plate provided with a spring with magnetic force, etc.
For the earthquake amplitude within the range, the restoration spring etc. mainly work, and the original
Demonstrates the effect of restoring to the position and sliding from the sliding surface of the seismic isolation plate
At the time of the earthquake amplitude when there is a possibility that the
, Etc. work, and strong restraint is added to prevent the seismic isolation plate from coming off
I do. In addition, elastic force or magnetic force etc
By using springs that change to
The greater the amplitude of the earthquake that may cause
Suppression works to prevent the seismic isolation plate from coming off.
In addition, elastic force or magnetic force is between two steps and stepless.
Use three, four,... Multi-stage
In some cases, claim 7 describes the seismic isolation device and the sliding bearing.
(Pull-out prevention device with restoration / damping spring, slide bearing),
It is also an invention of a seismic isolation structure. 2.2. Pullout prevention device with laminated rubber / rubber / spring etc.
The invention according to claim 8 is the pull-out method disclosed in Japanese Patent No. 1844024.
A seismic isolation device that combines a spring, etc.
Rigid bearing (Laminated rubber / rubber / spring prevention device with spring, etc.)
Sliding bearing), and the invention of a seismic isolation structure thereby.
This is a solution to the lack of resistance to the pull-out force of the laminated rubber.
It is a decision. At the same time, the pull-out prevention device will
Bar, the problem of buckling of the laminated rubber itself (with respect to the bottom
Taller rubber is more likely to buckle)
To accommodate large displacements, increase the width of the laminated rubber.
No need to perform, making the laminated rubber itself more compact
And cost reduction becomes possible. 2.3. Enhancement of pull-out prevention function Pull-out of pull-out prevention device of invention of Japanese Patent No. 1844024
The upper slide member and lower slide
Attachment material is attached to the center of the guide member so as to penetrate them
Invented. Claims 9 to 10 are
Seismic isolation device, sliding bearing (pull-out prevention device, sliding bearing),
It is also an invention of a seismic isolation structure. 2.4. New pull-out prevention device / sliding bearing (1) New pull-out prevention device / sliding bearing The invention described in claim 11 is described in Japanese Patent No. 1844024.
The upper slide having no slide hole of the pull-out prevention device of the invention.
Pass them through the center of the ride member and lower slide member.
By attaching an engaging material, it can cope with the pull-out force.
Seismic isolation device and sliding bearing (pull-out prevention device
Support) and the invention of a seismic isolation structure. (2) New pull-out prevention device / sliding bearing The invention described in claim 12 to claim 13 prevents pull-out.
A new form of equipment and sliding bearings
A slide device consisting of slide members in a crowded relationship
Seismic isolation device / slip bearing (pull-out prevention device / slipper)
Support) and the invention of a seismic isolation structure. Contract
The invention according to claim 12 is characterized in that when the pull-out prevention mechanism is single,
It consists of a single enclosing sliding member.
The inner slide member slides horizontally.
Be wrapped in the outer slide member with room for
And the inner slide member and
Structure that is seismically isolated from one of the outer slide members
And the other is provided on a structure that supports the seismically isolated structure.
You. In the invention of claim 13, the pull-out prevention mechanism is double or more.
, That is, a double or more wrapping relationship
The innermost slide member is made of a slide member
But just outside, with room to slide horizontally
This (second) slide
With enough room to slide horizontally.
Wrapped in the outer slide member
The following is a case where
The innermost slide member and the outermost slide member
One of which is seismically isolated and the other is seismically isolated
Provided on a supporting structure. (3) New pull-out prevention device / slip bearing
New pull-out prevention device and sliding bearing device
Seismic isolation device and sliding bearing (pull-out)
Anti-skid device and sliding bearing)
It is an invention. (4) A new pull-out prevention device and a spring with a sliding bearing are provided.
It is to attach a restoring spring etc. to the sliding bearing.
Claim 12, Claim 13, Claim 14, Claim
In the seismic isolation device and sliding bearing described in Item 15,
Each between the ride member and the outer slide member,
Or the innermost slide member and the outermost slide
By providing a spring or the like between the members,
Raised seismic isolation device, sliding bearing (pull-out prevention device, sliding support
Sei), and the invention of a seismic isolation structure. 2.5. Gravity restoration type pull-out prevention device / slip bearing Claims 16 to 18 are a pull-out prevention device and a seismic isolation
Seismic isolation device combined with a recovery device, sliding bearing (gravity recovery device
Mold pull-out prevention device, sliding bearing), and seismic isolation structure
It is an invention of a structure. (1) Gravity restoring type pull-out prevention device / slip bearing
The seismic isolation restoration device of Japanese Patent No. 1844024
Seismic isolation device / slip bearing (combined with gravity)
Prevention device, sliding bearing), and release of seismic isolation structure
It is clear. (2) Gravity restoration type pull-out prevention device / sliding support 2.4. (2) New pull-out prevention device and sliding bearing
There is also a method of using a gravity restoration type. Claim 12,
The seismic isolation according to claim 13, claim 14, or claim 15.
Slides that wrap around in devices and sliding bearings
Of the members, the outer sliding member has a concave sliding surface portion.
The inner sliding member slides on the concave sliding surface.
It is configured to be able to. Claim 16 is the seismic isolation device
・ Sliding bearing (gravity restoration type pull-out prevention device ・ Sliding bearing
Sei), and the invention of a seismic isolation structure. (3) Gravity restoration type pull-out prevention device and slide bearing spring
The invention according to claim 17 is the above gravity restoring type drawing.
Attach a restoring spring, etc. to the prevention device and the sliding bearing to supplement the restoring force
Strong seismic isolation device and sliding bearing (gravity restoration type pull-out prevention device)
And sliding bearings), and the invention of seismic isolation structures.
You. The seismic isolation device / sliding bearing according to claim 16,
It between the inner slide member and the outer slide member
Each or the innermost slide member and the outermost
A spring or the like is provided between the slide member. S
The configuration in which a spring or the like is provided between ride members is described in 2.
4. (4) New pull-out prevention device with spring for sliding bearing
It is almost the same as the case of 2.6. Gravity restoration type seismic isolation device for pull-out prevention device and sliding bearing
Vertical displacement absorbing device for stationary / sliding bearing vibration 2.6.1. Pressing down with a member with a spring etc.
Insert the other slide into both slide holes of the
Attach a member such as a plate that holds down the member with a spring, etc.
Seismic isolation device, sliding bearing (pull-out prevention device, sliding bearing),
This is the invention of the seismic isolation structure by using it. As a result,
Of the gravity-restoring seismic isolation device and sliding bearing used during vibration
Play caused by play provided to accommodate displacement
Problem is solved, and pulling force is generated by wind power etc.
The shock when born is also absorbed. 2.6.2. Gravity restoration seismic isolation device, same curvature as sliding bearing
The invention according to claim 20 is an invention according to Japanese Patent No. 1844024.
Pull-out prevention device, upper slide member of slide bearing, lower slide
The gravity-restoring seismic isolation device used together with the
The same as the curvature of the bearing (hereinafter “same” includes almost the same)
(Same for all specifications)
(Pull-out prevention device, sliding bearing), and seismic isolation structure
It is an invention of a structure. As a result, the gravity restoration type
To respond to vertical displacement during vibration of seismic devices and sliding bearings
The rattling problem caused by the play provided in the
It also absorbs the shock when a pull-out force is generated due to wind force, etc.
Will be collected. 2.7. Pull-out prevention device, intermediate sliding part of sliding bearing (all
The invention described in claim 21 is based on the patent of Japanese Patent No. 1844024.
Upper slide member and lower slide of pull-out prevention device and slide bearing
Upper slide to reduce the coefficient of friction between
An intermediate slide section (slide) is provided between the guide member and the lower slide member.
Bearing) or roller ball (bearing)
Seismic isolation device / slide bearing with an intermediate sliding part (sliding type)
(Pull-out prevention device, sliding bearing), and seismic isolation structure
It is an invention of a structure. 2.8. Pull-out prevention device and intermediate sliding part of the sliding bearing (rolling
The invention described in claim 22 is based on the patent of Japanese Patent No. 1844024.
Upper slide member and lower slide of pull-out prevention device and slide bearing
Upper slide to reduce the coefficient of friction between
Between the sliding member and the lower sliding member as an intermediate sliding part.
Seismic isolation device with sliding balls and sliding bearings (pull-out prevention
Devices and sliding bearings), and the invention of seismic isolation structures
is there. 2.9. Improvement of pull-out prevention device / sliding bearing The invention described in claims 23 to 28-2 is disclosed in Patent 1
Horizontal dimensions of pull-out prevention device and sliding bearing of 844024
This is to make the law smaller. Claim 23.
The invention uses a triple slide member to reduce the horizontal dimension.
Reduced seismic isolation device / slip bearing (pull-out prevention device / slip
Bearing) and the invention of a seismic isolation structure. Upper part
The intermediate slide is located between the slide member and the lower slide member.
Guide members are provided, and each slide member is laterally elongated.
The upper slide member has a well-opened slide hole.
And middle slide member, middle slide member and lower slide
Slide member in the direction where the guide member intersects
It is designed to engage with the hole and slide.
You. 2.10. Improvement of pull-out prevention device / sliding bearing The invention described in claims 24 and 24-2 is characterized in that
The lower member that constitutes the ride member and the lower slide member
Either or both of the upper members to be
Horizontal direction while being restrained in the vertical direction with respect to the ride member
Seismic isolation device and sliding bearing
Pull-out prevention device, sliding bearing), and seismic isolation structure
Invention. The invention according to claim 25 is the invention according to claim 24.
Item, The upper slide member according to the invention described in Item 24-2.
(Upper seismic isolation plate) and lower slide member (lower seismic isolation plate)
In between, slide intermediate slides or rolling intermediate slides
Seismic isolation devices and sliding bearings (pulling out)
Anti-skid device and sliding bearing)
It is an invention. Specifically, each of the lower member and the upper member
It has a hook (or hook)
The hook (or hook) is
Hooks provided on opposite sides of the slide member
Or a hook portion). In addition,
Regarding the hook part and the hook part, the hook part is convex even when it is concave.
In the same way, when the hook is concave or convex
There are also things that are hooked on each other
One of the hooks or hooks is active and the other is
Become passive, but not necessarily the hook. same
In some cases, the catch is not necessarily passive. The same below
is there. Further, the invention according to claims 26 to 27
In addition to the inventions described in claims 24 and 24-2,
And the lower member that constitutes the upper slide member (upper seismic isolation plate)
Upper and lower slide members (lower seismic isolation plate)
The upper part of the member has a hole in the sliding direction, the upper lower part
In the intersecting hole of the slide member, insert the slide-type intermediate slide
Or a rolling-type intermediate slide (roller or ball)
Seismic isolation device, sliding bearing (pulling out)
Anti-skid device and sliding bearing)
It is an invention. 2.11. Improvement of pull-out prevention device / sliding bearing The invention according to claim 28 or claim 28-2,
Between the ride member and the lower slide member.
Providing an intermediate slide member having a slide hole opened,
Upper slide member, middle slide member, middle slide
Direction of the sliding member and the lower sliding member
So that it can engage with both slide holes and slide
And a lower member constituting an upper slide member, and a lower member
Either or both of the upper members constituting the slide member
The upper and lower slide members are restrained in the vertical direction.
Seismic isolation device configured to slide horizontally while being moved
And sliding bearings (pull-out prevention devices and sliding bearings)
Is an invention of a seismic isolation structure. Specifically, the upper sla
Constituting the lower member and lower slide member
One or both of the upper members slide down and up
The parallelism of members (hereinafter, “parallel” includes substantially parallel,
Hooks provided on opposite sides of the same)
The upper slide member is engaged by the hook portion.
・ While being restrained in the vertical direction with respect to the lower slide member
It starts to slide horizontally. Further, 2.1
0. As in the above, a sliding intermediate sliding part between each sliding member
Alternatively, it is also possible to provide a rolling type intermediate sliding portion. 2.12. Improvement of pull-out prevention device and sliding bearing 2.10. (Excluding mortar and spherical bearing type) and 2.11.
Now, the lower and lower slides that make up the upper slide
The upper member or the intermediate slide member
There was a problem that it did not return to its original position naturally. Also 2.1
0. (Excluding mortar and spherical bearing type) and 2.11. Is
Smaller than the previous one (Patent No. 1844024), but more
There was a request to make it smaller. Claim 29-
The invention of claim 32 solves these problems.
is there. Claims 29 and 29-2 are seismically isolated
Installed between the structure and the structure supporting the seismically isolated structure
The upper seismic isolation plate is restrained in the vertical direction
Slide horizontally and up and down with respect to the lower seismic isolation plate
It is configured to slide horizontally while being restrained
Upper / lower seismic isolation plate and lower seismic isolation
The dish is connected in the vertical direction and can be slid in the horizontal direction
And the upper seismic isolation plate is seismically isolated
The structure supports the structure whose lower seismic isolation plate is to be isolated.
It is characterized by being constituted by being provided in a structure
Seismic isolation device, sliding bearing (pull-out prevention device, sliding bearing),
It is also an invention of a seismic isolation structure. Up and down connecting slur
The position where the guide member and the seismic isolation plate are connected
Opposite sides (outer guide type) or the sliding surface of the seismic isolation plate
(Inside guide type) or both (outside)
The guide type and the inner guide type are described in 10.1.1. reference,
The same is true if the guide part is considered as a slide part that connects vertically.) Contract
Claim 29-3 has a hook portion (or hook portion)
The upper and lower connecting slide members are upper and lower seismic isolation plates.
On the hooks (or hooks) provided between the sides
Constructed by engaging (entering) from inside
Seismic isolation device with an inner type vertical connecting slide member
Sliding bearing (pull-out prevention device / sliding bearing)
This is the invention of a seismic isolation structure. Claim 29-4 is hooking
Up and down connecting slide member having a portion (or a hook portion)
Are provided on the upper and lower seismic isolation plates (parallel opposite sides).
Mesh from outside with hook (or hook)
(Up and down), upper and lower outer joints
Seismic isolation device with ride material, sliding bearing (pull-out prevention device)
And sliding bearings), and the invention of seismic isolation structures.
You. Claim 30 is based on Claim 29 to Claim 29-4.
For the seismic isolation device and sliding bearing described in the section,
Slide direction and slide against the lower seismic isolation plate
The direction is a right angle (hereinafter, "right angle" includes a substantially right angle,
Upper and lower connecting sly
Seismic isolation device characterized by being a sliding member
Pull-out prevention device, sliding bearing), and seismic isolation structure
Invention. Claim 31 is a claim from claim 29
In the seismic isolation device and sliding bearing described in Item 30, the vertical connection
At the center of the slide member, freely move the ball on the seismic isolation plate.
Roller or the intermediate slip
Hole of the size
Is a seismic isolation device with an intermediate slip section
・ Sliding bearing (pull-out prevention device / sliding bearing)
Is an invention of a seismic isolation structure. Claim 32 is Claim
In the seismic isolation device / sliding bearing described in Item 31, upper seismic isolation
Dish and lower seismic isolation plate are mortar-shaped, spherical or cylindrical trough-shaped
・ This is a seismic isolation plate with a concave sliding surface such as a V-shaped valley surface.
Seismic isolation devices and sliding bearings (pull-out prevention devices
Sliding bearing), and the invention of a seismic isolation structure thereby. 3. Improvement of damper function of sliding seismic isolation device and sliding bearing
Initial sliding improvement 3.1. Change in friction coefficient To improve the initial sliding of an earthquake,
And reduce the coefficient of friction at the center. Also, reduce the amplitude
In order to reduce the size of the
Increase the friction coefficient. Also, combining both, seismic isolation plate
The friction coefficient at the center of the sliding surface of the
Increase the side friction coefficient. The initial motion of the earthquake
Acceleration can be reduced, and amplitude exceeding a certain level can be suppressed.
Effect can be further enhanced. In addition, slip of seismic isolation plate
On the surface, gradually wear from the center to the periphery.
A method of increasing the friction coefficient, or gradually increasing
There is also a way to go. Claim 33: The seismic isolation device / slip
It is an invention of a bearing and a seismic isolation structure thereby. Also,
This method has a higher friction than viscous dampers and springs.
Not only can the damping effect be easily changed by the coefficient,
The damping effect after the earthquake is also large. This is because the damping resistance
Therefore, the friction is constant regardless of the speed,
When the vibration speed after the earthquake decreases, the damping effect increases,
It attenuates quickly, while viscous dampers, etc.
For example, since the amplitude of a spring is proportional to the amplitude, even after an earthquake
The curve becomes asymptotic and does not decay easily. 3.2. Change of curvature Seismic isolation device / sliding bearing with seismic isolation plate with concave sliding surface
The radius of curvature of the center of the concave sliding surface of the seismic isolation plate
By increasing the radius and decreasing the radius of curvature at the periphery,
For earthquakes with a certain amplitude or more, the sliding part is a seismic isolation plate.
To have a deterrent effect so that it does not come off
Can be. The invention of claim 34 relates to the seismic isolation device / sliding device.
It is an invention of a bearing and a seismic isolation structure thereby. 3.3. Change in friction coefficient and change in surface curvature In addition, 3.1. 2. change in friction coefficient of
2. Using both the change in the curvature of the
Improve the damper function of the sliding bearing and improve the initial sliding
There are ways. 4. Double (or more than double) seismic isolation plate seismic isolation device, gravity recovery
Original seismic isolation device 4.1. Double (or more than double) seismic isolation plate
Bearing 4.1.1. Double (or more than double) seismic isolation plate seismic isolation device
・ Sliding bearing Structure to be seismically isolated to reduce the size of the seismic isolation plate
And the structure supporting the seismically isolated structure
Attach a shake plate, and make the seismic isolation plate double up and down (double seismic isolation plate)
Invented a method. This double seismic isolation plate seismic isolation device and sliding bearing
Indicates a flat sliding surface (referred to as a flat sliding surface
) And a flat type
And a sliding surface (concave)
(A type of sliding surface).
Or seismic isolation plates with concave sliding surfaces
Sometimes. Has a flat sliding surface and a concave sliding surface
When using two seismic isolation plates,
Upper and lower double seismic isolation plates
Requires an intermediate slide. In addition, the flat type sliding surface part
A seismic isolation plate with a flat surface is called a flat type seismic isolation plate and has a concave sliding surface.
A seismic isolation plate having a is referred to as a concave seismic isolation plate. This double seismic isolation plate
The seismic isolation device / sliding bearing is the sliding part of Japanese Patent No. 1844024.
And seismic isolation device with seismic isolation plate or seismic isolation restoration device,
The area per seismic isolation plate becomes almost 1/4,
Even if the seismic isolation plate is combined, the required material is almost half.
You. Also, the upper and lower seismic isolation plates can be the same size
To obtain tightness at all times except during earthquakes
Can be. Also, of course, seismic isolation equipment with triple or more seismic isolation plates
Placing and sliding bearings are also conceivable. 3 or more seismic isolation plates
For seismic devices and sliding bearings, the upper and lower seismic isolation plates
It is constructed by sandwiching an intermediate seismic isolation plate between them. Contract
Claims 35 to 36 relate to the seismic isolation device / sliding support.
This is the invention of the seismic isolation structure. 4.1.2. Triple (and more than triple) exemption with pull-out prevention
Seismic plate seismic isolation device / sliding support Triple seismic isolation plate with upper, middle and lower seismic isolation plates
Upper and middle seismic isolation plates for seismic isolation devices and sliding bearings
And the upper and lower parts by a slide member / part (x-axis direction =
(Horizontal direction), the middle seismic isolation plate and the lower seismic isolation plate
Connecting with the id member / part (y-axis direction = horizontal direction)
The upper seismic isolation plate, the middle seismic isolation plate, and the lower seismic isolation plate
Coupling (z axis direction = vertical direction) to cope with pullout force
Will be able to do it. Also, more than quadruple seismic isolation plates
Placing and sliding bearings are also conceivable. In this case, the intermediate license
Install multiple shake plates, and follow the same procedure as for triple-isolation plates.
The middle seismic isolation plates are connected one after another. Vertical connecting slide
The position where the member / part is connected to the seismic isolation plate is parallel to the seismic isolation plate.
Opposite sides (outside guide type), or sliding surface of seismic isolation plate
Part (inner guide type) or both
(For the description of the outer guide type and the inner guide type, see 10.1.1.
The same applies if you consider the guide and
Ji). Claims 37 to 38-2 are the seismic isolation devices.
The invention of the mounting / sliding bearing and the seismic isolation structure
You. Here, the upper seismic isolation plate and upper seismic isolation plate, the lower seismic isolation plate and the lower
I will explain the difference in terms with the seismic isolation plate. Seismic isolation plate
If there are three, the upper, middle and lower seismic isolation plates
It is constituted by and. Also, when there are three or more cards,
It consists of a seismic isolation plate, a plurality of intermediate seismic isolation plates, and a lower seismic isolation plate.
Is done. The middle seismic isolation plate combines the lower seismic isolation plate and the upper seismic isolation plate
Nete, relationship with upper seismic isolation plate or intermediate seismic isolation plate on it
Then, it becomes the lower seismic isolation plate (the upper seismic isolation plate or inside
The seismic isolation plate becomes the upper seismic isolation plate), the lower seismic isolation plate or
The upper seismic isolation plate is in relation to the middle seismic isolation plate below. What
The upper (side) seismic isolation plate is the upper seismic isolation plate or upper seismic isolation
Represents a dish. The same applies to the lower (side) seismic isolation plate. Also on the upper side
(Part) The seismic isolation plate indicates the upper or upper seismic isolation plate.
You. The same applies to the lower (part) seismic isolation plate. 4.2. Double (or more than double) seismic isolation with intermediate slide
Plate seismic isolation device / sliding bearing 4.2.1. Intermediate sliding portion (single) 4.2.1.1. Intermediate sliding part Double (or more than double) seismic isolation plate
It is considered that an intermediate sliding part is interposed between overlapping seismic isolation plates.
The intermediate sliding part has a sliding type (4.
2.1.2. ) And rolling type (4.2.1.3.)
And the intermediate type (4.2.1.4.)
It is. A downward-facing flat sliding surface or concave sliding surface
With an upper seismic isolation plate and an upward flat sliding surface or
It consists of a lower seismic isolation plate with a concave sliding surface,
An intermediate sliding part (sliding type or
Is rolling type) or roller ball (bearing)
The middle sliding part with is sandwiched,
Roller ball (bezel) between the lower seismic isolation plate and the intermediate slide
Alling) may be interposed. Also, triple or more
In the case of seismic isolation plates, it may be inserted between each seismic isolation plate.
Claim 39 relates to the seismic isolation device, sliding bearing, and
Is an invention of a seismic isolation structure. 4.2.1.2. Intermediate sliding part (slip type) 4.2.1.1. Double with intermediate slides (or
The middle sliding part of the seismic isolation device consisting of two or more seismic isolation plates,
It is a sliding type. 4.2.1.1. The middle slip
A double (or more double) seismic isolation plate with a section
For seismic devices, have the same curvature or contact with the concave shape of the upper seismic isolation plate
Or the same curvature as the concave shape of the lower seismic isolation plate.
The intermediate sliding part of the shape that the convex shape with the tangent curvature merges with,
It is sandwiched between the upper and lower seismic isolation plates.
Even if there is only one intermediate sliding part,
The contact area between the shake plate, the middle sliding part and the lower seismic isolation plate
Make it constant or close to vibration
Can be Claims 40 to 45 are:
The seismic isolation device, sliding bearing, and the seismic isolation structure
It is an invention. 4.2.1.3. Intermediate sliding portion (rolling type) Further, the following 4.2.1.3.3.1. ４4.2.1.
3.4. Is the same as in 4.2.
1.1. Double (or more than double)
Of the seismic isolation device consisting of a seismic isolation plate
belongs to. 4.2.1.3.3.1. Intermediate sliding part (flat, concave spherical)
Seismic isolation plate) 4.2.1.3.3.2. Intermediate sliding part (flat, mortar-shaped
(Shake plate) Claims 46 to 49 refer to 4.2.1.1. of,
Double (or more than double) seismic isolation plates with intermediate slides
A flat or concave sphere
An upper seismic isolation plate having a surface or a mortar-shaped sliding surface;
Oriented flat or concave spherical or mortar-shaped sliding surface
Lower seismic isolation plate with
Seismic isolation device, sliding bearing,
This is the invention of the seismic isolation structure by using it. Especially mortar-shaped
In the case of a seismic isolation plate, the bottom of the mortar must be
It should be spherical and the mortar should be in contact with it
Good. Claim 48 is the seismic isolation device / sliding bearing,
This is the invention of the seismic isolation structure. This allows
Despite the bowl shape, the contact area between the ball and the seismic isolation plate is increased.
And the pressure resistance performance is increased. This is the heart
Minimize the penetration of balls into seismic isolation plates after aging
Can be suppressed. Because it is usually a problem
(Including small earthquakes with small displacements)
The contact area between the ball and the seismic isolation plate is increased
To reduce the load per unit area on the shaking plate
This is because it can be prevented more. 4.2.1.3.3. Intermediate sliding part (flat, cylindrical trough)
Seismic isolation plate) 4.2.1.3.4. Intermediate sliding part (flat, V-shaped trough)
Seismic isolation plate) Also, downward flat surface, cylindrical trough or V-shaped trough
The upper seismic isolation plate having a sliding surface such as
Is a bottom with a sliding surface such as a cylindrical trough or V-shaped trough
Side seismic isolation plates, sandwiched between these seismic isolation plates,
Seismic isolation device composed of right-angled rollers
・ The same is true for sliding bearings. Claim 49-Claim
Item 50 is the seismic isolation device, sliding bearing, and the
It is an invention of a seismic structure. In particular, the V-shaped trough-shaped sliding surface
In the case of seismic isolation plates, the bottom of the V-shaped valley
V-shaped valley surface
Is preferably formed in contact with it. Claim 51
Is the seismic isolation device and sliding bearing, and the seismic isolation structure
The invention of the body. 4.2.1.4. Intermediate sliding part (rolling sliding intermediate type) Claims 52 to 53 are based on 4.2.1.1. of,
Double (or more than double) seismic isolation plate with intermediate slide
The middle sliding part of the seismic isolation device (concave seismic isolation plate)
Intermediate type between rolling and rolling, between rolling and sliding
Seismic isolation devices and sliding bearings that provide a friction coefficient of
Is an invention of a seismic isolation structure. Coefficient of friction, rolling bearing
From about 1/100 to about 1/10 of the sliding bearing,
No intermediate value was obtained. Roller in middle slide 6
Roll with 5-f ball 5-e (bearing)
This has been made possible with a composite bearing of slip and slide. (1) Rotation suppression type The invention according to claim 52 is 4.2.1. Seismic isolation device / sliding
In bearings, one or more (or all)
The sliding part is a roller ball (bearing) and this roller
With sliding rollers and bearings
And the sliding part is a roller ball
(Sliding part)
Large friction on the contact surface with the large ball (bearing)
Seismic isolation device characterized by being configured to
It is a sliding bearing and its seismic isolation structure. (2) Combined use of friction and rotation The invention of claim 53 is 4.2.1. Seismic isolation device / sliding
In bearings, one or more (or all)
The sliding part is a roller ball (bearing) and this roller
With sliding rollers and bearings
It consists of a sliding part and a roller ball (bearing
Ring) so that they are almost evenly in contact with the seismic isolation plate.
Seismic isolation device, sliding bearing,
It is a seismic isolation structure by using it. 4.2.2. Double intermediate sliding portion The invention according to claim 54 is 4.2.1. Seismic isolation device / sliding
In the bearing, the intermediate sliding part is doubled.
You. Intermediate slide or roller ball (bearing)
The intermediate sliding part with
Divided into intermediate slides and identical to each other (hereinafter, “identical”)
Are almost the same, including almost the same)
Between the seismic isolation plates with upper and lower sliding surfaces.
It is impregnated. Specifically, 4.2.1. In the middle
With sliding parts or roller balls (bearings)
Whether the intermediate slide is divided into the first intermediate slide and the second intermediate slide
Of the upper or lower seismic isolation plate.
Is the same curvature (or the same spherical ratio) or tangent as the concave sliding surface
With a convex (or spherical) sliding surface with
The opposite part of the convex type has a convex (or concave) type spherical sliding surface.
First intermediate sliding part and convex (or concave) type sphere at the opposite part
Concave (or convex) spherical spherical surface with the same spherical ratio as the planar sliding surface
The opposite side of the concave (or convex) type has
The other flat or concave slide on the upper or lower seismic isolation plate
Curvature (or the same spherical curvature) or curvature in contact with the surface
A second intermediate sliding part with a convex (or spherical) sliding surface
Consisting of the first intermediate sliding portion and the second intermediate sliding portion
Are overlapped between spherical sliding surfaces with the same spherical ratio.
By being sandwiched between the upper and lower seismic isolation plates
Seismic isolation device / slip bearing, characterized by being constituted
It is also a seismic isolation structure. 4.2.3. Triple intermediate sliding portion The invention according to claim 55 is 4.2.1. Seismic isolation device / sliding
In the bearing, the intermediate sliding part is tripled
is there. Intermediate slide or roller ball (Bearing
G), the upper and lower intermediate sliding parts, the first intermediate sliding part,
It is divided into a second intermediate slide and a third intermediate slide,
In the form that spheres of the same sphere ratio overlap each other,
It is sandwiched between seismic isolation plates with upper and lower sliding surfaces. concrete
In 4.2.1. At the intermediate slide or roller
-Intermediate sliding part with ball (bearing) is first
Intermediate slide, second intermediate slide and third intermediate slide
Of the upper or lower seismic isolation plate.
Is the same curvature (or the same spherical ratio) or tangent as the concave sliding surface
With a convex (or spherical) sliding surface with
The opposite part of the convex type has a concave (or convex) type spherical sliding surface.
The first intermediate sliding part and the concave (or convex) type sphere at the opposite part
Convex (or concave) spherical slide with the same spherical ratio as the planar slide surface
And the opposite part of the convex (or concave) type is convex
Second intermediate sliding section with (or concave) type spherical sliding surface section
And the same as the convex (or concave) spherical sliding surface on the opposite side.
It has a concave (or convex) spherical sliding surface with a single spherical ratio, and
The opposite of the concave (or convex) type is the upper or lower
Same curvature as the other flat or concave sliding surface of the shaking dish
(Or the same sphere) or convex tangent curvature (or
Spherical surface) and a third intermediate sliding part with a sliding surface.
A first intermediate sliding portion, a second intermediate sliding portion and a third intermediate sliding portion;
Are spherical sliding surfaces with the same spherical ratio
It is sandwiched between the upper and lower seismic isolation plates
A seismic isolation device / slider characterized by comprising:
It is a bearing and the seismic isolation structure by it. 4.2.4. Double with intermediate slide with restoring spring (or
The invention of claim 56 is the invention according to 4.2. Intermediate sliding part
Double (or more than double) seismic isolation plate seismic isolation device, sliding bearing
In each of the above devices, the intermediate sliding part or cage and upper seismic isolation
Restoring force by connecting the plate and the lower seismic isolation plate with a spring etc.
It is characterized by having the function of the restoration device
Seismic isolation device, sliding bearing, and seismic isolation structure
It is. 4.2.5. Double with roller and ball (bearing)
3. (or more than double) seismic isolation plate seismic isolation device and sliding bearing Double (or more than double) seismic isolation plate seismic isolation device / slip
At the support, a roller ball (Bary
Ng) The coefficient of friction is obtained by adding 5-e and 5-f.
And high seismic isolation performance is obtained. Claim 57
The section describes the seismic isolation device and sliding bearing, and the seismic isolation structure
It is an invention of a structure. 4.3. Plane, cylindrical trough, V-shaped trough
3. Dish (with slide part connected vertically) For seismic isolation plates with three or more seismic isolation devices and sliding bearings.
1.2. In the upper and lower connecting slide members, the middle seismic isolation plate
It does not return to its original position (both flat and concave),
The middle seismic isolation plate could come off. In addition, top and bottom connection sura
The id member does not return to its original position naturally (both flat and concave)
2), there is a possibility that the slide member will be disconnected during the earthquake
there were. This is to solve this problem. Claim 58
The invention of claim 58-2 is described in item 4. More than triple seismic isolation
In the case of plate seismic isolation device and sliding bearing,
And those seismic isolation plates are (with parallel opposite sides)
Mutually by the vertical connecting slide part provided on itself
Connected, sequentially connected, downward flat or circular
An upper side mandrel with a sliding surface such as a pillar trough or V-shaped trough
Shaking plate and upward flat or cylindrical trough or V-shaped trough
Lower seismic isolation plates with sliding surfaces such as flat surfaces, and these seismic isolation plates
Rolling elements such as rollers sandwiched between plates or intermediate sliding parts
And the sliding member is composed of one unit.
So that the direction of travel of rolling elements such as rollers changes
When the dishes have three layers, make sure they are orthogonal to each other.
When three or more layers, the total of the intersection angles is 180 degrees
So that the seismic isolation plates are stacked (lower upper seismic isolation plates
May also serve as the lower seismic isolation plate on the upper layer).
Layers to recover from horizontal force from all directions
Seismic isolation device characterized by being configured to
・ Sliding bearings and seismic isolation structures. Downward
An upper seismic isolation plate with a flat sliding surface
Lower seismic isolation plates with a planar sliding surface, and these seismic isolation plates
Rolling elements such as rollers between rollers or intermediate sliding parts (all
The upper and lower connecting
Since the id part is provided on the seismic isolation plate itself,
It comes off in the event of an earthquake, as when using a sliding member
Don't worry. Especially in the case of a triple seismic isolation plate configuration,
Not only does the ride member not come off,
Because the shaking dish has the effect of returning to its original position naturally,
The middle seismic isolation plate does not come off. Furthermore, upper seismic isolation
At least one of the plate and the lower seismic isolation plate
Plane or V-shaped valley surface, etc.
Rollers such as rollers or intermediate sliding parts (sliding parts)
Material) to constitute the seismic isolation device and sliding bearing
In such a case, use the upper and lower connecting slide members.
In addition, there is no need to worry about coming off during an earthquake. In addition, middle seismic isolation plate
Has the effect of returning to its original position naturally, allowing restoration in all directions
And a roller type that enables restoration in all directions.
This makes it possible to improve the pressure resistance performance.
Especially, in the case of a seismic isolation plate having a concave V-shaped sliding surface
5. As shown in the figure, a seismic isolation device without resonance is possible.
You. Furthermore, in the case of this triple seismic isolation plate configuration,
Not only does the ride member not come off,
Since the seismic isolation plate also has the effect of returning to its original position naturally,
The shaker will not come off. Up and down connecting slide part
The position where the seismic isolation plate is connected is the two opposite sides of the seismic isolation plate
(Outer guide type) or sliding surface of seismic isolation plate (inner guide)
Type) or both (outer guide type,
Description of inner guide type is 10.1.1. Refer to the guide section
It is the same if you think of it as a vertical connecting slide). Roller
Use multiple rolling elements or intermediate sliding parts (slip members)
Thereby, the pressure resistance performance can be further improved. Claim 59
Claim 60 is the seismic isolation device, the sliding bearing, and the
Is an invention of a seismic isolation structure. Claim 35
The seismic isolation device / slide according to any one of claims 60 to 60.
In the bearing, the rack is mounted on the roller rolling surface of the sliding surface
And the teeth (gears) that mesh with the rack around the rollers
By setting, due to the slip of the roller during seismic isolation
It is possible to prevent displacement. Claim 60-2 is
Of seismic isolation devices and sliding bearings, and the release of seismic isolation structures
It is clear. In addition, claims 35 to 60-2
In the seismic isolation device and sliding bearing described in any one of
Either the roller or the roller rolling surface on the sliding surface
By providing a groove on the other side and a convex part entering the groove on the other side,
It is possible to prevent slippage due to slippage during roller seismic isolation
It will work. Claim 60-3 is the seismic isolation device / sliding support.
This is the invention of the seismic isolation structure. 4.4. Double (or less than double) with seal and dustproof cover
Above) seismic isolation plate seismic isolation device and sliding bearings
(Or more than double) seismic isolation plates with seismic isolation devices and sliding bearings
The entire circumference of the side surface of the
Double (or double) sealed with a seal or dustproof cover
Heavy) seismic isolation plate seismic isolation device, sliding bearing, and by that
Invented seismic isolation structure. Claim 61 is the invention.
You. 4.5. Gravity restoration type single seismic isolation plate seismic isolation device, sliding bearing
4.5.1. Intermediate sliding part Gravity restoration type single seismic isolation plate
Contact area is large,
In order to keep the
Revealed. Spherical or mortar-shaped or cylindrical trough-shaped or
A seismic isolation plate with a concave sliding surface such as a V-shaped valley
Convexity of curvature equal to or tangent to the concave sliding surface of the shaking dish
It has a mold sliding surface and a concave (or
Intermediate slide or roller with a (convex) type spherical slide surface
・ Intermediate sliding part with ball (bearing) and intermediate sliding part
The same spherical surface as this concave (or convex) type spherical sliding surface part
A sliding part with a convex (or concave) type spherical sliding surface
The intermediate sliding part is a seismic isolation with a concave sliding surface.
Seismic isolation made by sandwiching between a plate and a sliding part
It is a device, a sliding bearing, and a seismic isolation structure. Contract
Claim 62 is the invention. 4.5.2. Double intermediate sliding part Spherical or mortar-shaped or cylindrical trough or V-shaped trough
Seismic isolation plate having a concave sliding surface such as
Convex sliding surface with the same spherical curvature or tangent curvature as the mold sliding surface
Part, and a convex (or concave) sphere at the opposite part of the convex shape
A second intermediate slide or roller bob with a planar slide surface
Intermediate sliding part with a ball (bearing)
The same spherical ratio as the convex (or concave) type spherical sliding surface part of the pair
It has a concave (or convex) type spherical sliding surface portion and
Convex (or concave) type spherical slide on opposite side of (or convex) type
First intermediate slide or roller ball with surface
(First ring) with this first intermediate slide
The same spherical surface as the convex (or concave) spherical sliding surface portion
Sliding part with concave (or convex) type spherical sliding surface part
Consisting of the first intermediate sliding portion and the second intermediate sliding portion,
Shapes where spherical sliding surfaces with the same spherical ratio overlap each other
Between the seismic isolation plate with the concave sliding surface and the sliding part
Seismic isolation device, sliding bearing,
We also invented a seismic isolation structure. Claim 63 is
That is the invention. 4.6. Gravity restoration type single seismic isolation plate with vertical displacement absorption type for sliding part
Seismic isolation device / slip bearing 4.6.1. Gravity-restoring single-junction for sliding part vertical displacement absorption type
Claim 64: The seismic isolator / sliding bearing The claim 64 is due to the movement of the seismic isolator of the seismic isolator.
In order to absorb the vertical displacement of the sliding part,
Insert a spring or the like that has elasticity in the vertical direction.
Press the spring, etc., with the holding material that has been cut.
By absorbing the vertical displacement of the sliding part,
Tightening or loosening in the screw direction provides restoring force
・ The damping force can be changed, and the holding material is tightened in the screw direction.
Can eliminate residual displacement after an earthquake
In addition, this spring etc. has seismic isolation effect against vertical motion of earthquake
Gravity-recovery single-junction type with vertical displacement absorption type with sliding part
Seismic plate seismic isolation device with sliding bearings and seismic isolation structure
The invention of the body. 4.6.2. Gravity-restoring single-junction for sliding part vertical displacement absorption type
Seismic dish seismic isolation device and sliding bearings
-The invention relates to a sliding bearing. 8.1.2.2.3.
The fixing pin of the self-restoring fixing device
A sliding part with large balls (bearings) and fixed
The pin insertion part is a seismic isolation plate with a concave sliding surface.
In doing so, the sliding part itself absorbs vertical displacement.
Gravity restoring single seismic isolation with absorption of vertical displacement of sliding part that can be accommodated
Dish seismic isolation device and sliding bearing are possible. 4.7. Boundary type vertical displacement absorbing gravity restoration type seismic isolation device
In order to absorb vertical displacement,
Also invented. Gravity restoration type seismic isolation device, sliding part of sliding bearing
In addition, the seismically isolated structure and the horizontal force are transmitted, but the vertical force is
Structure that does not transmit and the weight of the member is seismically isolated
Restoration of this gravity restoring seismic isolation device and sliding bearing compared to the body
Gravity-restoring seismic isolation device with heavy components to achieve
It is a mounting and sliding bearing. Claim 65 is the edge cutting type hanging
The invention of a seismic isolation device and a sliding bearing that absorbs gravity
And the invention of a seismic isolation structure. 4.8. New gravity restoration type seismic isolation device
Large enough to accommodate cables, etc. in the structure supporting the structure
Immediately below the supporting position of the weight of the structure that is seismically isolated
Structure to be seismically isolated through the insertion opening
Hang its weight under the structure that supports the body. earthquake
Sometimes, the supporting position of the weight of the seismically isolated structure and its hole
Deviate, but correct the misalignment by the weight.
The force to work works and the restoring force is obtained. In some cases,
The area around the cable hole and the cable should be
In some cases, the frictional resistance of the surrounding area may be minimized. This weight
Gravity recovery seismic isolation device has a long life and
No displacement occurs. Seismic isolation compared to restoration control using springs
It has good performance and has a great ability to eliminate residual displacement after an earthquake.
Claims 66 to 68 are gravity-restoring seismic isolation devices.
And the invention of a seismic isolation structure.
You. Claim 68-2 is Claim 66 to Claim 6
The seismic isolation structure according to any one of paragraphs 8 to 8
Rolling bearings, sliding bearings (restoration)
A sliding bearing with a flat sliding surface that has no performance is acceptable.)
An invention of a seismic isolation structure characterized by the following. Less than
Below, the gravity-restoring seismic isolation device (including sliding bearings)
Are sometimes referred to as “weight-restoring seismic isolation devices”. 5. Seismic isolation device without resonance, equation of motion and program 5.1. Seismic isolation device without resonance and its equation of motion 5.1.1. Seismic isolation device without resonance and its equation of motion Resonance is the most inevitable phenomenon in both seismic and seismic isolation
Was thought to be something. Necessity of seismic isolation device without resonance
Is required. Claims 69 to 76 claim
Invention of the seismic isolation structure.
You. 5.1.1.1. Slip-type seismic isolation device without resonance and resonance
Sliding type seismic isolation device 5.1.1.1.1. Slip-type seismic isolation device without resonance (1) Straight slope-type restoring slide bearing
Ranar seismic isolation device, sliding bearing (single seismic isolation plate seismic isolation device, sliding
Bearing (rolling / sliding, see 4.5), double (or
Double or more seismic isolation plate seismic isolation device, sliding bearing (rolling, sliding)
2.10. /2.12. /4.1. ４4.2.1.
2.3. /4.2.1.2.5. /4.2.1.3.
2. ~ 4.3. /(4.4.)/)) or V
Seismic isolation device consisting of a seismic isolation plate with a valley-shaped sliding surface
Sliding bearing (single seismic isolation plate seismic isolation device, sliding bearing (rolling
4.5. See), double (or more than double) seismic isolation
Plate seismic isolation device, sliding bearing (rolling, sliding, 4.2.1.
2.4. /4.2.1.2.5. /4.2.1.3.
4. /4.3. /(4.4.)), 10.1.1.
2. (3) Restorable type sliding bearing for rotation / torsion prevention device 2
Type) does not have a resonance phenomenon. that's all
Seismic isolation device consisting of a seismic isolation plate with a mortar-shaped sliding surface
A seismic isolation plate with a mounting / sliding bearing and a V-shaped trough-shaped sliding surface
Seismic isolation device / sliding bearing, that is, constant slope type sliding
Whether to slide the seismic isolation plate with the surface (by rolling elements, etc.)
In the case of a base-isolated structure with a sliding bearing,
Do not have. In addition, such a constant slope type sliding surface
Do you slip the seismic isolation plate that you have or roll (with rolling elements, etc.)
The sliding support is referred to as a linear gradient restoring sliding support. (2) Weight-restoring seismic isolation device Seismic-isolated structure using weight-restoring seismic isolation device (see 4.8)
Has no resonance phenomenon. As sliding support to be used together,
Sliding bearings with flat sliding surfaces without restoration
(Blade bearing, sliding bearing) (Claim 68-2)
Seismic isolation structure). Reconstruction of concave spherical surface and cylindrical trough surface as follows
It cannot be used in combination with a seismic isolation device or sliding bearing. 5.1.1.1.2. Sliding seismic isolation device with resonance For reference, the following two types of sliding seismic isolation devices with resonance were used.
Here are two types of seismic isolation devices. (1) Seismic isolation device with concave spherical surface and cylindrical trough restoring type / sliding bearing Seismic isolation device consisting of seismic isolation plate with concave spherical sliding surface
-Sliding bearings (2.10./2.12/4.1.-4.
2.1.2.1. /4.2.1.3.1. ~ 4.5. three
)) Or a seismic isolation plate with a cylindrical trough-shaped sliding surface
A seismic isolation device and sliding bearing (4.2.1.2.2.2./
4.2.1.3.3. /4.3. /(4.4.)/4.
5. The seismic isolation structure has a resonance phenomenon. that's all
Seismic isolation device consisting of seismic isolation plate with concave spherical sliding surface
Has a sliding bearing or a cylindrical trough-shaped sliding surface
Seismic isolation device consisting of seismic isolation plate, concave spherical bearing, cylindrical trough
It is called surface restoring seismic isolation device and sliding bearing. (2) Sliding bearing + spring type restoring device Sliding bearing + spring type restoring device (4.2.4./14.2.
2. (See Example)), the seismic isolation structure
Have. 5.1.1.2. With resonance-free sliding seismic isolation device
Equation of motion with a sliding type seismic isolation device with vibration
5.1.3.1. See below) 5.1.1.1. Is the equation of motion of 5.1.1.2.1. Slip-type seismic isolation device without resonance (1) Straight slope type restoring sliding bearing 1) Direct method By direct method of seismic isolation structure using straight slope type restoring sliding bearing
The equation of motion is as follows. d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (x) + μ · sign (dx / dt)｝
= −d (dz / dt) / dt θ is small, (cos θ) ＾ 2 ≒ 1, tan θ ≒ θ
D (dx / dt) / dt + g ｛θ from (radian)
Sign (x) + μsign (dx / dt)｝ = −
d (dz / dt) / dt When there is a speed proportional damper,
Become. d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (x) + μ · sign (dx / dt)｝
+ C / mｍdx / dt = −d (dz / dt) / dt When θ is small, (cos θ) ＾ 2 ≒ 1 and tan θ ≒ θ
D (dx / dt) / dt + g ｛θ from (radian)
Sign (x) + μsign (dx / dt)｝ + C
/ M · dx / dt = −d (dz / dt) / dt, and the velocity square proportional type adds + C
/ M · dx / dt instead of + C / m · (dx / d
t) Add $ 2. 2) Equivalent linearization method Equivalent linearization of base-isolated structures using straight-slope restoring sliding bearings
The equation of motion by the method is as follows. d (dx / dt) / dt + Ke / mxx + Ce / md
x / dt = −d (dz / dt) / dt Ke ≒ (π ＾ 2/8) · mg · tan θ / | x | Ke = (cos θ) ＾ 2 · mg · tan θ / | x | ≒ m
g · tan θ / | x | ≒ mg · θ / | x | Ce ≒ (4 / π) · mg · μ / | dx / dt | Ce = (cos θ) ＾ 2 · mg · μ / | dx / dt | ≒
mg · μ / | dx / dt | When there is a speed proportional damper,
Become. d (dx / dt) / dt + Ke / mxx + Ce / md
x / dt + C / m · dx / dt = −d (dz / dt) /
dt, and a damping term such as dt.
/ M · dx / dt instead of + C / m · (dx / d
t) Add $ 2. (2) Weight restoration type seismic isolation device 1) Direct method Operation of seismic isolation structure by weight restoration type seismic isolation device by direct method
The dynamic equation is as follows. d (dx / dt) / dt + M / m · g · sign (x)
+ Μg · sign (dx / dt) = − d (dz / dt)
/ Dt d (dx / dt) / dt + g ｛M / m · sign (x)
+ Μ · sign (dx / dt)｝ = − d (dz / dt)
/ Dt If there is a speed proportional damper,
Become. d (dx / dt) / dt + g ｛M / m · sign (x)
+ Μ · sign (dx / dt)｝ + C / m · dx / dt
= −d (dz / dt) / dt, and in the velocity square proportional type, + C
/ M · dx / dt instead of + C / m · (dx / d
t) Add $ 2. 2) Equivalent linearization method Equivalent linearization method of seismic isolation structure using weight-restoring seismic isolation device
The equation of motion is as follows. d (dx / d
t) / dt + Ke / mx · Ce / m · dx / dt t = −d (dz / dt) / dt Ke ≒ (π ＾ 2/8) · mg · M / m / | x | Ke = mg · M / m / | x | Ce ≒ (4 / π) · mg · μ / | dx / dt | Ce = mg · μ / | dx / dt | If there is a speed proportional damper,
Become. d (dx / dt) / dt + Ke / mxx + Ce / md
x / dt + C / m · dx / dt = −d (dz / dt) /
dt, and a damping term such as dt.
/ M · dx / dt instead of + C / m · (dx / d
t) Add $ 2. 5.1.1.2.2.2. Slip-type seismic isolation device with resonance (1) Concave spherical surface / column valley surface restoration type seismic isolation device / slip bearing 1) Direct method Concave spherical surface / column valley surface restoration type seismic isolation device / isolation by sliding bearing
The equation of motion of the seismic structure by the direct method is as follows.
You. d (dx / dt) / dt + g / R · x + μg · sign
(Dx / dt) =-d (dz / dt) / dt In the case where there is a velocity proportional damper,
Become. d (dx / dt) / dt + g / R · x + μg · sign
(Dx / dt) + C / m · dx / dt = −d (dz / d
t) / dt, and the velocity squared type has + C
/ M · dx / dt instead of + C / m · (dx / d
t) Add $ 2. 2) Equivalent linearization method Seismic isolation device with concave spherical surface and cylindrical valley surface restoration type, isolation by sliding bearing
The equation of motion of the seismic structure by the equivalent linearization method is as follows:
Swell. d (dx / dt) / dt + g / Rx + Ce / mdx
/ Dt = −d (dz / dt) / dt Ce ≒ (4 / π) · mg · μ / | dx / dt | Ce = mg · μ / | dx / dt | Also, if there is a speed proportional damper, ,As below
Become. d (dx / dt) / dt + g / Rx + Ce / mdx
/Dt+C/m.dx/dt=-d(dz/dt)/d
t, a damping term such as
/ M · dx / dt instead of + C / m · (dx / d
t) Add $ 2. (2) Sliding bearing + spring-type restoring device 1) Direct method Sliding bearing + spring-type restoring device for direct method of seismic isolation structure
The equation of motion is as follows. d (dx / dt) / dt + K / mxx + μgsign
(Dx / dt) =-d (dz / dt) / dt In the case where there is a velocity proportional damper,
Become. d (dx / dt) / dt + K / mxx + μgsign
(Dx / dt) + C / m · dx / dt = −d (dz / d
t) / dt, and the velocity squared type has + C
/ M · dx / dt instead of + C / m · (dx / d
t) Add $ 2. 2) Equivalent linearization method Equivalent linearity of seismic isolation structure using sliding bearing + spring type restoration device
The equation of motion by the generalization method is as follows. d (dx / dt) / dt + K / mxx + Ce / mxdx
/ Dt = −d (dz / dt) / dt Ce ≒ (4 / π) · mg · μ / | dx / dt | Ce = mg · μ / | dx / dt | Also, if there is a speed proportional damper, ,As below
Become. d (dx / dt) / dt + K / mxx + Ce / mxdx
/Dt+C/m.dx/dt=-d(dz/dt)/d
t, a damping term such as
/ M · dx / dt instead of + C / m · (dx / d
t) Add $ 2. 5.1.1.3. No resonance designed from equation of motion
Sliding seismic isolator with resonance with sliding seismic isolator (symbol explanation
Are 5.1.3.1. (1) Linear gradient restoring sliding bearing 1) Direct method Claim 69 is the equation of motion d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (x) + μ · sign (dx / dt)｝
= −d (dz / dt) / dt θ is small, (cos θ) ＾ 2 ≒ 1, tan θ ≒ θ
D (dx / dt) / dt + g ｛θ from (radian)
Sign (x) + μsign (dx / dt)｝ = −
d (dz / dt) / dt If there is a velocity proportional damper, d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (x) + μ · sign (dx / dt)｝
+ C / mｍdx / dt = −d (dz / dt) / dt When θ is small, (cos θ) ＾ 2 ≒ 1 and tan θ ≒ θ
D (dx / dt) / dt + g ｛θ from (radian)
Sign (x) + μsign (dx / dt)｝ + C
/ M · dx / dt = −d (dz / dt) / dt, and the velocity square proportional type adds + C
/ M · dx / dt instead of + C / m · (dx / d
t) By performing structural analysis by adding ＾ 2, etc.
Considering restoration without residual displacement, θ
≧ μ is satisfied, mortar-shaped lubrication
Seismic isolation device consisting of seismic isolation plate with
Or a seismic isolation plate with a V-shaped trough-shaped sliding surface
Invention of seismic isolation device, sliding bearing, and seismic isolation structure
It is. 2) Equivalent linearization method Item 70 is an equation of motion by an equivalent linearization method: d (dx / dt) / dt + Ke / mxx + Ce / md
x / dt = −d (dz / dt) / dt Ke ≒ (π ＾ 2/8) · mg · tan θ / | x | Ke = (cos θ) ＾ 2 · mg · tan θ / | x | ≒ m
g · tan θ / | x | ≒ mg · θ / | x | Ce ≒ (4 / π) · mg · μ / | dx / dt | Ce = (cos θ) ＾ 2 · mg · μ / | dx / dt | ≒
mg · μ / | dx / dt | When there is a speed proportional damper, d (dx / dt) / dt + Ke / m · x + Ce / m · d
x / dt + C / m · dx / dt = −d (dz / dt) /
dt, and a damping term such as dt.
/ M · dx / dt instead of + C / m · (dx / d
t) By performing structural analysis by adding ＾ 2, etc.
Considering restoration without residual displacement, θ
≧ μ is satisfied, mortar-shaped lubrication
Seismic isolation device consisting of seismic isolation plate with
Or a seismic isolation plate with a V-shaped trough-shaped sliding surface
Invention of seismic isolation device, sliding bearing, and seismic isolation structure
It is. (2) Weight recovery type seismic isolation device 1) Direct method Claim 71 is the equation of motion d (dx / dt) / dt + g ＋ M / m · sign (x)
+ Μ · sign (dx / dt)｝ = − d (dz / dt)
/ Dt If there is a speed proportional damper, d (dx / dt) / dt + g ｛M / m · sign (x)
+ Μ · sign (dx / dt)｝ + C / m · dx / dt
= −d (dz / dt) / dt, and in the velocity square proportional type, + C
/ M · dx / dt instead of + C / m · (dx / d
t) By performing structural analysis by adding ＾ 2, etc.
Considering restoration without residual displacement, M
/ M ≧ μ is satisfied, weight restoration
-Type seismic isolation device (see 4.8) and its seismic isolation structure
The invention of the body. 2) Equivalent linearization method Item 72 is an equation of motion by the equivalent linearization method: d (dx / dt) / dt + Ke / mxx + Ce / md
x / dt = −d (dz / dt) / dt Ke ≒ (π ＾ 2/8) · mg · M / m / | x | Ke = mg · M / m / | x | Ce ≒ (4 / π)・ Mg × μ / │dx / dt│ Ce = mg × μ / │dx / dt│ If there is a velocity proportional damper, d (dx / dt) / dt + Ke / mxx + Ce / md
x / dt + C / m · dx / dt = −d (dz / dt) /
dt, and a damping term such as dt.
/ M · dx / dt instead of + C / m · (dx / d
t) By performing structural analysis by adding ＾ 2, etc.
Considering restoration without residual displacement, M
/ M ≧ μ is satisfied, weight restoration
-Type seismic isolation device (see 4.8) and its seismic isolation structure
The invention of the body. 5.1.1.3.2. Slip-type seismic isolation device with resonance (1) Concave spherical surface / column trough-restoration-type seismic isolation device / slip bearing 1) Direct method sign
(Dx / dt) = − d (dz / dt) / dt When there is a velocity proportional damper, d (dx / dt) / dt + g / R · x + μg · sign
(Dx / dt) + C / m · dx / dt = −d (dz / d
t) / dt, and the velocity squared type has + C
/ M · dx / dt instead of + C / m · (dx / d
t) By performing structural analysis by adding ＾ 2, etc.
Characterized by a concave spherical shape.
Seismic isolation device consisting of seismic isolation plate with
Or a seismic isolation plate with a cylindrical trough-shaped sliding surface
Invention of seismic isolation device, sliding bearing, and seismic isolation structure
It is. 2) Equivalent linearization method Claim 74 is an equation of motion by the equivalent linearization method: d (dx / dt) / dt + g / R ・ x + Ce / mｄdx
/ Dt = −d (dz / dt) / dt Ce ≒ (4 / π) · mg · μ / | dx / dt | Ce = mg · μ / | dx / dt | Also, if there is a speed proportional damper, D (dx / dt) / dt + g / Rx + Ce / mdx
/Dt+C/m.dx/dt=-d(dz/dt)/d
t, a damping term such as
/ M · dx / dt instead of + C / m · (dx / d
t) By performing structural analysis by adding ＾ 2, etc.
Characterized by a concave spherical shape.
Seismic isolation device consisting of seismic isolation plate with
Or a seismic isolation plate with a cylindrical trough-shaped sliding surface
Invention of seismic isolation device, sliding bearing, and seismic isolation structure
It is. (2) Sliding bearing + spring type restoring device 1) Direct method Claim 75 is the equation of motion d (dx / dt) / dt + K / mx · μg · sign
(Dx / dt) = − d (dz / dt) / dt If there is a speed proportional damper, d (dx / dt) / dt + K / mx × μg · sign
(Dx / dt) + C / m · dx / dt = −d (dz / d
t) / dt, and the velocity squared type has + C
/ M · dx / dt instead of + C / m · (dx / d
t) By performing structural analysis by adding ＾ 2, etc.
Bearing + spring, characterized by being designed as
Seismic isolation device with mold restoration device and seismic isolation structure using it
Invention. 2) Equivalent linearization method Item 76 is an equation of motion by the equivalent linearization method: d (dx / dt) / dt + K / mxxCe / mdx
/ Dt = −d (dz / dt) / dt Ce ≒ (4 / π) · mg · μ / | dx / dt | Ce = mg · μ / | dx / dt | Also, if there is a speed proportional damper, D (dx / dt) / dt + K / mxx + Ce / mxdx
/Dt+C/m.dx/dt=-d(dz/dt)/d
t, a damping term such as
/ M · dx / dt instead of + C / m · (dx / d
t) By performing structural analysis by adding ＾ 2, etc.
Bearing + spring, characterized by being designed as
Seismic isolation device with mold restoration device and seismic isolation structure using it
Invention. 5.1.2. Proof of no resonance 5.1.1.1. Regarding (1) and (2) of 5.1.
1.2. In the equation of motion (2), M / m = θ (actual
It is necessary to make such M) and it is the same as (1)
It becomes the equation of motion. Equation of motion d (dx / dt) / dt + g ｛θ · sign (x) + μ
Sign (dx / dt)｝ = − d (dz / dt) / d
The solution of t can be summarized as follows (in the embodiment described later)
5.1.3. Solution of the equation of motion for the seismic isolation (crate)
reference). (1) Theoretical solution of maximum response acceleration Absolute acceleration amplitude | d (dy / dt) / dt | max is | d (dy / dt) / dt | max = | (± θ + μ) g | (15) Absolute acceleration The magnification γ2 is as follows: γ2 = | (± θ + μ) / ε | (16) (2) Theoretical solution of maximum response displacement Relative displacement amplitude x0
Is x0 = | ± z0 / (2ε) √ ｛(± θ + μ) ＾ 2 · π ＾ 2 + 4ε ＾ 2｝ + (± θ + μ) ・ z0 / ε | (8-1) The relative displacement magnification γ0 is γ0 = | ± 1 / (2ε) √ ｛(± θ + μ) ＾ 2 · π ＾ 2 + 4ε ＾ 2｝ + (± θ + μ) / ε | (9-1) Absolute displacement amplitude y0 is y0 = | (± θ + μ) z0 · Π ＾ 2 / (8ε) | (12) The absolute displacement magnification γ1 is γ1 = | (± θ + μ) π ＾ 2 / (8ε) | (13) From the above, the response displacement magnification is the input (earthquake) cycle
Is independent of the input acceleration.
It is almost inversely proportional to speed, and increases at low input acceleration.
Although there is a width, amplification of the response displacement is large at a large input acceleration.
Not at all. Response absolute acceleration is also the input (earthquake) cycle
It is irrelevant and depends on the input displacement, speed and acceleration.
Instead, it is always a constant value (± tan θ + μ) · g. that's all
This has been proven in experiments. Resonance is a problem
Is the case of acceleration amplification rather than displacement amplification. It's also great
This is particularly a problem when the acceleration occurs when a strong acceleration is input. The present invention
Thus, a device free from resonance is possible. 5.2. Slip-type seismic isolation device without resonance by analysis program
Claims Claim 77, Claim 78, Claim 79, Claim 8
Item 0 is a slip-type seismic isolation device without resonance based on the analysis program.
And the invention of a seismic isolation structure thereby. 5.2.1. Runge-Kutta method Claim 77: A seismically isolated structure and a seismically isolated structure
The seismic isolation device / slipper between the structure supporting the body
For the bearings and the resulting seismic isolation structure,
According to the analysis program flowchart, (1) Initialize
(2) set the input data and output destination file,
(3) Read the set input data and (4) Determine operation
Calculate the formula to determine whether it is seismic or seismic isolated.
Set the simultaneous second order differential equation as the equation of motion of the mass point
(The equation of motion differs between the seismic and seismic isolation states.)
(6) The simultaneous differential equation of (5) is converted to Runge-Ku
(7) Measure acceleration, velocity, and displacement response values
(8) process the error if necessary, and (9) calculate
By outputting the results, the structural analysis
Seismic isolation device, sliding bearing,
This is the invention of the seismic isolation structure by using it. Claim 78
Is the following analysis program by the Runge-Kutta method.
Ram flowchart (for symbols, see 5.2.1.
1. (Refer to the list of variables / constants)) (1) Initialize. (2) Set input / output files. (3) Input data (ground motion acceleration data) is read. (4) Motion discriminant In the equation of motion, the seismic isolation device functions for ground acceleration.
Since the condition is not included, calculate the discriminant here and exercise
Perform the branch of equation selection. 1) In the case of seismic resistance (stationary) state If it is determined that the vehicle will be in a seismic isolated state,
Move to the process of processing the equation and determine that it is still seismic.
The process of processing the equation of motion in the seismic state
Through. 2) In the case of seismic isolation state If it is determined that the building will be seismic resistant,
Move to the process of processing the equation and determine that it is in the seismic isolation state.
The process of processing the equation of motion in the seismic isolation state
Through. (5) Motion equation setting When the seismic isolation device does not function due to the motion discriminant and the seismic isolation device
Function is divided into two cases, and from the equation of motion
For each number of mass points, the following simultaneous differential equations are
Set. 1) In the case of one mass point The state where the seismic isolation device does not function dx / dt = 0 d (dx / dt) / dt = 0 The state where the seismic isolation device functions dx / dt = V d (dx / dt) / dt =- MM1 ^* G ^* SSC ＾ 2 ^* (MU ^* sgn (V) + SS ^* sgn (x)) / MM1-DDY 2) In the case of 2 mass points The state of the seismic isolation device not functioning dx / dt = 0 d (x2) / dt = V2 d (dx / dt) / dt = 0 d (d (x2 ) / Dt) / dt = (− C2 ^* V2-KK2 ^* x2) / MM2-d (dx / dt) / dt-DDY State in which the seismic isolation device functions dx / dt = Vd (x2) / dt = V2 d (dx / dt) / dt = -SSC ＾ 2 ^* (MU ^* sgn (V) + SS ^* sgn (x)) ^* G ^* (MM1 + MM2) / MM1 + (C2 ^* V2 + KK2 ^* x2) / MM1-DDY d (d (x2) / dt) / dt = (-C2 ^* V2-KK2 ^* x2)) MM2-d (dx / dt) / dt-DDY 3) In the case of 3 mass points State in which the seismic isolation device does not function dx / dt = 0 d (x2) / dt = V2 d (x3) / dt = V3 d (Dx / dt) / dt = 0 d (d (x2) / dt) / dt = (− C2 ^* V2-KK2 ^* x2 + C3 ^* (V3-V2) + KK3 ^* (X3-x2)) / MM2-d (dx / dt) / dt-DDY d (d (x3) / dt) / dt = (-C3 ^* (V3-V2) -KK3 ^* (X3-x2)) / MM3-d (dx / dt) / dt-DDY State in which the seismic isolation device functions dx / dt = Vd (x2) / dt = V2 d (x3) / dt = V3d (dx / Dt) / dt = -SSC ＾ 2 ^* (MU ^* sgn (V) + SS ^* sgn (x)) ^* G ^* (MM1 + MM2 + MM3) / MM1 + (C2 ^* V2 + KK2 ^* x2) / MM1-DDY d (d (x2) / dt) / dt = (-C2 ^* V2-KK2 ^* x2 + C3 ^* (V3-V2) + KK3 ^* (X3-x2)) / MM2-d (dx / dt) / dt-DDY d (d (x3) / dt) / dt = (-C3 ^* (V3-V2) -KK3 ^* (X3-x2)) / MM3-d (dx / dt) / dt-DDY 4) In the case of n mass points The state of the seismic isolation device not functioning dx / dt = 0 d (x2) / dt = V2 d (x3) / dt = V3 d (xn) / dt = Vnd (dx / dt) / dt = 0 d (d (x2) / dt) / dt = (-C2 ^* V2-KK2 ^* x2 + C3 ^* (V3-V2) + KK3 ^* (X3-x2)) / MM2-d (dx / dt) / dt-DDY d (d (x3) / dt) / dt = (-C3 ^* (V3-V2) -KK3 ^* (X3-x2) + C4 ^* (V4-V3) + KK4 ^* (X4-x3)) / MM3-d (dx / dt) / dt-DDY d (d (xn ') / dt) / dt = (-Cn' ^* (Vn'-Vn ")-KKn ' ^* (Xn'-xn ") + Cn ^* (Vn−Vn ′) + KKn ^* (Xn−xn ′)) / MMn′−d (dx / dt) / dt−DDY d (d (xn) / dt) / dt = (− Cn ^* (Vn-Vn ')-KKn ^* (Xn-xn ')) / MMn-d (dx / dt) / dt-DDY where n' = n-1, n "= n-2 State in which the seismic isolation device functions dx / dt = Vd ( x (2) / dt = V2 d (x3) / dt = V3 d (xn) / dt = Vnd (dx / dt) / dt = -SSC−2 ^* (MU ^* sgn (V) + SS ^* sgn (x)) ^* G ^* (MM1 + MM2 +... + MMn) / MM1 + (C2 ^* V2 + KK2 ^* x2) / MM1-DDY d (d (x2) / dt) / dt = (-C2 ^* V2-KK2 ^* x2 + C3 ^* (V3-V2) + KK3 ^* (X3-x2)) / MM2-d (dx / dt) / dt-DDY d (d (x3) / dt) / dt = (-C3 ^* (V3-V2) -KK3 ^* (X3-x2) + C4 ^* (V4-V3) + KK4 ^* (X4-x3)) / MM3-d (dx / dt) / dt-DDY d (d (xn ') / dt) / dt = (-Cn' ^* (Vn'-Vn ")-KK n ' ^* (Xn'-xn ") + Cn ^* (Vn−Vn ′) + KKn ^* (Xn−xn ′)) M Mn′−d (dx / dt) / dt−DDY d (d (xn) / dt) / dt = (− Cn ^* (Vn-Vn ')-KKn ^* (Xn-xn ')) / MMn-d (dx / dt) / dt-DDY where n' = n-1, n "= n-2 (6) Runge-Kutta analysis Solution by Kutta method
Good. (7) Calculation of acceleration / velocity / displacement response Velocity and displacement are obtained by solving a system of second order differential equations.
The acceleration is obtained directly from the equation of motion. (8) Error rounding processing Error rounding processing is performed as necessary. (9) Structural analysis by outputting results
A mortar-shaped slide characterized by being more designed
Seismic isolation device consisting of seismic isolation plate with face, sliding bearing, if
A seismic isolation plate with a V-shaped trough-shaped sliding surface
Seismic device / slip bearing or weight-restoring seismic isolation device
This is the invention of the seismic isolation structure by using it. 5.2.2. Wilson θ method Claim 79. A seismically isolated structure and a seismically isolated structure
The seismic isolation device / slipper between the structure supporting the body
Bearing and the resulting seismic isolation structure
5.2.2.2. See list of variables / constants), the following solution
According to the analysis program flowchart, (1) Initialize
(2) set the input data and output destination file,
(3) Set a time history loop, (4) Look ahead loop
(5) Equivalent spring constant (KEQ), equivalent damping
Calculate the number (CEQ) and use the loop in (6) and (4)
Check whether the processing is the first round or the second round, and (7) W
Calculate displacement at t + θDT by ilson-θ method
(8) The acceleration / velocity /
Calculate displacement response, (9) process error if necessary,
In the loop check of (6), it was the first round of processing
In this case, return to (4).
Proceed to (10) and output the calculation result (10)
Is designed by structural analysis.
Seismic isolation device / slide bearing and seismic isolation structure
The invention of the body. Claim 80 relates to the Wilson θ method.
Flow chart of the following analysis program
5.2.2.2. (Refer to the list of variables / constants)) (1) Initialize. (2) Set data input and output files. (3) Time repetition 1) Set a loop of time history (M = 2 TONN)
You. (4) Look-ahead iteration 1) A look-ahead (O = 1 TO 2) loop is defined as a first round
O = 1, O = 2 during the second round. [5.2.2.6.
See 2)]. (5) Equivalent spring constant and equivalent damping coefficient are calculated by the following equations.
Calculate. 1) Equivalent spring constant (KEQ), equivalent damping coefficient (CEQ)
From V0 and X0. In the case of one mass point KEQ ≒ (PI ＾ 2/8) ^* EM (1,1) ^* G ^* SS
C ＾ 2 ^* SS ^* sgn (X0) / X0 KEQ = EM (1,1) ^* G ^* SSC ＾ 2 ^* SS ^* sg
n (X0) / X0 CEQ ≒ (4 / PI) ^* EM (1,1) ^* G ^* SSC ＾
2 ^* MU ^* sgn (V0) / V0 CEQ = EM (1,1) ^* G ^* SSC ＾ 2 ^* MU ^* sg
n (V0) / V0 In the case of 2 mass points KEQ ≒ (PI ＾ 2/8) ^* EM (2,2) ^* G ^* SS
C ＾ 2 ^* SS ^* sgn (X0) / X0 KEQ = EM (2,2) ^* G ^* SSC ＾ 2 ^* SS ^* sg
n (X0) / X0 CEQ ≒ (4 / PI) ^* EM (2,2) ^* G ^* SSC ＾
2 ^* MU ^* sgn (V0) / V0 CEQ = EM (2,2) ^* G ^* SSC ＾ 2 ^* MU ^* sg
n (V0) / V0 (6) Loop check Whether the processing is the first round or the second round depending on the loop in (4)
Check. (7) Displacement at t + θDT by Wilson-θ method
Calculation (8) Acceleration / velocity / displacement by Wilson-θ method
Response calculation (9) Error rounding process In the (6) loop check, this is the first round of processing.
Return to (4) if
Goes to (10), and (10) outputs the results to analyze the structure
Shaped sliding surface, characterized by being designed by
Seismic isolation device consisting of seismic isolation plate with
Is a seismic isolation plate consisting of a seismic isolation plate with a V-shaped trough-shaped sliding surface
Equipment, sliding bearings, or weight-restoring seismic isolation devices,
This is the invention of the seismic isolation structure. 5.3. Mortar shape and V-shaped valley surface of linear slope type restoration sliding bearing
Comparing Equations of Motion 5.3.1. V-shaped trough-shaped equation of motion The invention according to claim 80-2 is directed to a seismically isolated structure and a seismically isolated structure
Between the supporting structure and the supporting structure
Seismic isolation plate whose surface is mortar-shaped or V-shaped valley-shaped
Equation of motion (symbol theory)
Akira is described in 5.3.1. Also, 5.1.3.1. Symbol
D (dx / dt) / dt + (cos θ) {2 · g {tan θ · sign (x) + μ · sign (dx / dt)} = − d (dqx / dt) / dt d (dy / dt) / Dt + (cos θ) {2 · g {tan θ · sign (y) + μ · sign (dy / dt)} = − d (dqy / dt) / dt When (θ) is small, (cos θ) {2 ≒ 1, tan θ} From θ (radian), d (dx / dt) / dt + g {θ · sign (x) + μ · sign (dx / dt)} = − d (dqx / dt) / dt d (dy / dt) / dt + g ｛θ Sign (y) + μsign (dy / dt) ｄ = −d (dqy / dt) / dt
The seismic isolation sliding bearing, and the seismic isolation structure thereby
It is. 5.3.2. Mortar-like motion equation The invention according to claim 80-3 is the method of motion according to claim 80-2.
In the equation, when √ (x ＾ 2 + y ＾ 2) ≦ R, θ = θ '(√ (x2 ＾ 2 + y2 ＾ 2) −√ (x1 ＾ 2 +
y1 ＾ 2)) / √ ((x2-x1) ＾ 2 + √ (y2-y
1) ＾ 2) where t is the coordinates (x1, y1) at time t, and t + Δt
It is assumed that the target is (x2, y2). The coordinates at time 0 (0,0)
It is. When √ (x ＾ 2 + y ＾ 2)> R, it is designed by performing structural analysis by setting θ = 0.
Seismic isolation sliding bearings characterized by
It is a seismic isolation structure. 5.4. Of a base-isolated structure with a rectilinear
Simple response acceleration method 5.4.1. Seismic isolation structure with rectilinear sliding bearing
Simple response acceleration type of body Claim 80-4 is a straight slope having a mortar shape or a V-shaped valley surface shape.
Of a base-isolated structure with a restoring sliding bearing and a viscous damper
This is a simple response acceleration type invention. Mortar-shaped or V-shaped trough
-Shaped linear gradient restoring slide bearing and viscous damper
The maximum response acceleration formula (approximate) for the seismic structure is as follows.
You. A = α · {g · {θ + μ} + C · v / m} A: Maximum response acceleration value cm / s
＾ 2 g: Gravitational acceleration 981 cm / s ＾ 2 θ: Slope of a mortar-shaped seismic isolation plate radian μ: Dynamic friction coefficient of the seismic isolation plate m: Mass of mass point C: Viscous damping coefficient of damper of seismic isolation layer v: Seismic maximum acceleration α: Response magnification of the seismically isolated structure For example, without low-pass filter α ≒ 2-3 (Isolated
The response magnification of a structure that is vibrated) Low-pass filter at 5 Hz α ≒ 1 The invention according to claim 80-4,
Therefore, what is designed by structural analysis
Characterized by seismic isolation sliding bearings and seismic isolation structures
is there. 6. Vertical seismic isolation device 6.1. Vertical seismic isolation device for vertical displacement absorption type of sliding part, sliding support
Bearing Claim 81 is the seismic isolation device, sliding bearing, or gravity recovery
Vertical type inside the cylinder for inserting the sliding part of the type seismic isolation device / sliding bearing
Function to push out the tip of the sliding part by inserting a spring etc.
And vertical displacement absorption to absorb vertical displacement
Vertical seismic isolation device, sliding bearing, and seismic isolation structure
The invention of the body. 6.2. Pull-out prevention device with vertical seismic isolation (including restoration)
Release horizontal force to prevent buckling of springs, etc.
Only the vertical spring etc.
A cross-type seismic isolation device that has a mechanism to release horizontal force, or
The upper and lower slides of the upper slide
Springs, etc., vertically below one or both of the members
Was invented. 2.1. With restoration / damping spring
Apply a spring or the like vertically to the pull-out prevention device as described above.
In some cases, it may be included. Claim 82 is the seismic isolation device / slipper.
Bearing (pull-out prevention device with vertical seismic isolation)
This is the invention of a seismic isolation structure. 6.3. Vertical seismic isolation device for each floor and each floor Patent No.
It is an invention to provide, and it can be applied to
On the other hand, seismic isolation is provided at the foundation (and lower floor) of the structure.
Device (horizontal force seismic isolation device)
It is difficult to isolate the entire structure at once
So, how many floor units, layered units, or floor units
A vertical seismic isolation device will be installed to seismically isolate the vehicle. With this vertical seismic isolation device
For this reason, floor seismic isolation can be considered on a floor-by-floor basis.
Boxes with integrated wells are laid down in layers or floors.
In some cases, seismic isolation is performed from direct force. Claim 83 is that
It is an invention of a seismic isolation structure. 6.4. Vertical seismic isolation device using tensile material Patent No. 1778741, vertical support method using tensile material
The tensile material has elasticity.
Makes it possible to provide seismic isolation performance with vertical force.
You. Claim 84 is the seismic isolation device (vertical seismic isolation device),
It is also an invention of a seismic isolation structure. 7. Claim 85. A seismic power plant using a seismic isolation mechanism.
It is also an invention of a seismic isolation structure. Seismic energy
Is to use seismic isolation as a way to convert
is there. 7.1. Seismic power generation equipment with seismic isolation A method of converting seismic energy to useful energy such as electricity
And seismic isolation can be used, but three-dimensional movement is primary
It was difficult to replace the original movement. The following method is this
Is to solve. 1) Pin type Claim 86 is a concave insertion portion and the insertion portion is inserted into the insertion portion.
With one of the insertion part and the pin
Structure or weight (isolated), seismically isolated
Installed in a structure that supports the structure to be
The pin goes up and down along the concave insert,
Therefore, the rotor is configured to rotate and generate power.
The invention of the seismic power generation device and the seismic isolation structure
You. The concave insertion part has a concave shape such as a mortar shape, spherical shape, etc.
Conceivable. By this method, seismic energy can be moved up and down.
By changing to motion, two-dimensional motion becomes one-dimensional motion.
In addition, instead of rotating motion, power generation is performed. Furthermore, this
According to the method, the vertical motion of the earthquake is converted to electric energy etc.
Can be 2) Rack and gear type The claim 87 is a rack and a gear rotated by the rack.
Of which, one is seismically isolated or (isolated)
A structure that supports a structure whose weight is separated from the other by weight
This gear is rotated by the rack during an earthquake
Earthquakes that are configured to generate electricity due to their rotation
It is an invention of a power generator and a seismic isolation structure thereby. This
To convert seismic energy into horizontal motion
So, from two-dimensional movement to one-dimensional movement, and further to rotational movement
Can be replaced. 7.2. The seismic power generation device type earthquake sensor Claim 88 is a seismic power generation type earthquake sensor (hereinafter referred to as a seismic power generation device).
Below, "Earthquake power generation device type seismic sensor"),
This is the invention of the seismic isolation structure. 7.1. Earthquake
Earthquake that does not use electricity by using power generator
A seismic sensor using only energy becomes possible.
In addition, an electric power that can be released up to the release of the operation part of the fixing device described below.
Etc. can be generated. 7.3. Release of fixing device by earthquake (power generation) sensor 7.1. 6. Seismic power generator with seismic isolation as described, or
2. Using the described seismic power plant type seismic sensor,
Release the fixed device. This is achieved by automatic controls
Indirect method that only unlocks the operating part of the
The direct method in which the control device directly releases the operating part of the fixing device
There are two ways. 8. The invention according to claim 89 to claim 195, wherein the device is seismically isolated.
Structures that support the seismically isolated structures
Fixing device to prevent wind sway, etc.
The seismic isolation structure. The fixing device is connected
Depending on the form, there are two types, fixed pin system and connecting member system.
You. The connecting member system further includes an inflexible member type and a flexible member type.
Divided into The fixed pin system is based on the
Attached to the structure that supports the structure
Engaging friction material such as fixed pins (hereinafter collectively referred to as “fixed pins”).
N ". (Including pin type of connecting member)
The structure to be supported and the structure to support the seismically isolated structure
It is fixed. The connecting member system is a seismically isolated structure
And the structure that supports the seismically isolated structure.
An inflexible member such as a rod material as a connection member attached thereto,
Connection by flexible members such as wires, ropes and cables
Supports seismically isolated structures and seismically isolated structures
And a structure to be connected. Specifically, pis
Ton-shaped member, insertion tube, universal rotary contact, support
Materials, flexible members such as wires, ropes and cables
A structure supporting the structure to be shaken and a structure to be isolated
Of the connecting member. In addition, as a fixing method, a fixing pin
The system is divided into a direct system and an indirect system.
Type (lock pin) and valve type (lock valve). Communicating
The binding member system is also divided into a pin type (fixed pin) and a valve type. So
Fixed pin type direct type and indirect type pin type (lock
(Pin), valve type (lock valve) and pin type of connecting member system
(Fixed pin) is called "fixed pin type fixing device" and connected
The valve mold of the member system is referred to as a “connection member valve mold fixing device”. Ma
In addition, the following 8.1. Earthquake operated fixing device
And 8.2. It is divided into two types: a wind-operated fixing device. 8.0.1.3. The flexible member type connecting member system fixing device The invention according to claim 89, which supports a structure to be seismically isolated.
Either the seismic structure or the seismically isolated structure
Actuator (piston-like member) of the fixing device installed on the body
The other structure is a structure in which the fixing device is installed.
Through the insertion hole provided on the body side, wire rope
It is configured by connecting with a flexible member such as a cable
A fixing device (hereinafter referred to as a flexible member type connecting member)
System fixing device), and the seismic isolation structure
You. 8.1. An earthquake-actuated fixing device The invention according to claim 90, wherein the structure is normally seismically isolated.
And the structure supporting the seismically isolated structure
Prevents shaking, etc. and detects the vibration of an earthquake, so it is isolated
Of the structure to be supported and the structure supporting the seismically isolated structure
Release the fixing and activate the seismic isolation device.
Fixing device (hereinafter referred to as seismically operated fixing device)
It is also a seismic isolation structure. Earthquake operated fixing device
Is a shear pin type fixing device operated by seismic force itself
(8.1.1.), Command of earthquake sensor at the time of earthquake or
Ground operated by the vibrating weight force of the earthquake sensor amplitude device
A fixed device equipped with an earthquake sensor (amplitude) device (8.1.
2. ). 8.1.1. Shearing pin type fixing device The invention according to claim 91, wherein the structure to be seismically isolated and the seismic isolation
The structure that supports the structure to be fixed is fixed, and the two are connected
And fixed pins are attached.
To prevent the fixed pin from being cut by seismic force during an earthquake
Of the structure that is isolated by breaking or breaking
The fixed state is released and the seismic isolation device is moved
Below, referred to as the shear pin type fixing device).
It is a seismic isolation structure. 8.1.2. Fixed device equipped with earthquake sensor (amplitude) device (1) General The invention according to claim 92 is an earthquake sensor (amplitude) device
It is an equipment-type fixing device and a seismic isolation structure. This
The seismic sensor (amplitude) device equipped type fixed device is seismically isolated
The fixing device that prevents the structure from
Earthquake sensor or earthquake sensor amplitude device
Below, "Earthquake sensor (amplitude) device") is equipped
It is a thing. In the event of an earthquake, an earthquake sensor (amplitude) device
, The fixing device is released. Earthquake sensor
There are three types of amplitude devices: gravity recovery type, spring recovery type, and pendulum type.
There are two possible shapes. Regarding the release of the fixing device,
By seismic force, by command from seismic sensor, or by ground
Weight (vibrating point)
When viewed from the ground, the state is relativized and appears to vibrate. resonance
With the power of its own)
Direct method (8.1.2.
3. ) And unlock only the working part of the fixing device
(Release of the operating part of the fixing device itself is performed by gravity,
Indirect method using earthquake force (8.1.2.2., 8.
1.2.1. The hanging material cutting type also enters the indirect method on the mechanism)
Divided into two ways. Also, after the fixing device is released,
Depending on the return format when fixed, 8.1.2.1. When
8.1.2.2.1. Manual restoration, 8.1.2.2.
2. . And 8.1.2.2.3. Automatic restoration type, 8.1.
2.3. Automatic control type. (2) A type equipped with an earthquake sensor using a seismic power generation device.
Fixing device with sensor (amplitude) device
It is a seismic structure. Earthquake sensor by this seismic power generator
The (amplitude) device-equipped fixing device is the above (1) (claim 9)
Item 2) Fixed device equipped with earthquake sensor (amplitude) device described in
Of the earthquake sensor 7.2. (Claim 88) Earthquake
This is based on a power generation device type seismic sensor. 8.1.2.1. Hanging material cutting type A hanging material cutting type earthquake sensor (amplitude) device
The invention of the equipment-type fixing device and the seismic isolation structure
You. 8.1.2. The seismic sensor amplitude device, or electric
It has a seismic sensor such as a vibration meter.
Weight or its weight vibrating due to seismic force of width device
Or a module that is activated by an earthquake sensor
Blades are attached to operating members such as
First, support the seismically isolated structure and the seismically isolated structure
There is a hanging material that supports a fixing pin that fixes the structure,
If the acceleration exceeds a certain level during an earthquake,
Increasing the amplitude of the weight of the earthquake sensor amplitude device
Or a mode activated by the command of the seismic sensor.
The blade becomes a suspension material by the operation of the
Hits, cuts off the hanging material, and is seismically isolated
The fixing pin for fixing the structure supporting the structure to the structure is released.
Hanging material cutting type characterized by being constituted so that
Fixed device equipped with earthquake sensor (amplitude) device, and it
It is a seismic isolation structure. 8.1.2.2. Indirect method (unlocked type) The indirect method is a fixed device equipped with an earthquake sensor (amplitude) device.
Do not release the working part of the fixing device directly.
Release the moving part indirectly, i.e.
This is a method to release the lock. The following is a description. 8.1.2.2.1. Basic form Claim 95 is the fixed mounting of the seismic sensor (amplitude) device.
The force required to release the operating parts of the
Earthquake sensor designed to increase the operating sensitivity of the fixed device
(Amplitude) Equipment-equipped fixing device and its seismic isolation structure
The invention of the body. 8.1.2. Earthquake sensor (amplitude)
In equipment-equipped fixing devices, the operating part of the fixing device itself
Lock the actuating part of the fixing device without directly
Locking and unlocking of the fixing device by the locking member
This achieves the above object. Claim 96
Item is when the operating part of the fixing device is a fixing pin, and
This is the invention of the seismic isolation structure. The lock member is
Lock pin and lock valve are divided into two types
Split. 1) Lock pin method Claim 97 is an earthquake in which the lock member is a lock pin or the like.
Fixed device with sensor (amplitude) device, and thereby
It is an invention of a seismic isolation structure. 8.1.2.2. Earthquake Sen
For fixing devices equipped with a sir (amplitude) device,
The locking member engages with the operating part of the
The locking device is locked, the locking device is locked, and the
Between the structure to be supported and the structure supporting the seismically isolated structure
If the seismic force exceeds a certain level, the earthquake
Of the lock member in conjunction with the sensor (amplitude) device
Is released, the lock of the fixing device is released.
The structure to be seismically isolated by the release of the fixing device
Release from the structure supporting the seismically isolated structure
The seismic cell is characterized in that
It is a fixed device equipped with a sensor (amplitude) device. 2) Lock valve method Claim 98 is an earthquake detector in which the lock member is a lock valve or the like.
Fixing device with sensor (amplitude) device
It is an invention of a seismic structure. 8.1.2.2. Earthquake sensors
-(Amplitude) In a fixed device equipped with a device,
.Piston-like members that slide without leaking gas, etc.
Etc., having a working part of a fixing device, such as a piston-like member of this cylinder
The other side (end to end) across the tube is attached to the tube (also attached to the tube)
Or connected to the piston-like member
(Grooves) (holes or grooves are hereinafter referred to as holes).
Or a liquid or gas extruded by a piston-like member
Is there an exit from the inside of the cylinder?
And the other side of the cylinder sandwiching the piston-like member (end and end
Pipes (and grooves) connecting the ends) or piston-like members
Liquid or gas ejected by the hole or piston-like member
At the exit where the body etc. exits from the cylinder, or at some of them
Are all provided with a lock valve.
Locking valve locks locking device
The seismic isolation structure is fixed and the seismically isolated structure and seismic isolation
Is fixed to the structure that supports the structure
When a certain level of seismic force is applied, the earthquake sensor (amplitude)
When the lock valve opens in conjunction with the device, it is fixed.
The device is unlocked and the fixing device is released.
Structures that support the seismically isolated structures
Be configured to release the fixation to the structure
Fixed equipment equipped with an earthquake sensor (amplitude) device
It is a place. 3) A type equipped with an earthquake sensor based on seismic power generation.
No seismic sensor-equipped fixing device and also seismic isolation
It is an invention of a structure. Claim 95 or Claim 96
Fixed device equipped with an earthquake sensor (amplitude) device according to the described invention
7.2. Equipped with a seismic power generation type earthquake sensor
The locking member of the fixing device works except during an earthquake.
And the fixing device is locked, and the locking member is
It is connected to an earthquake sensor and is linked to it,
During an earthquake, when the power generated by the earthquake sensor reaches a certain value,
The lock member of the fixing device is
Release and support seismically isolated structures
The above purpose is achieved by releasing the fixation to the structure
To achieve. In addition, as a fixing device, as described below
8.1.2.2.3. Adopt automatic restoration type by seismic force
A series of steps from release of fixation to seismic isolation and restoration
The operation can be performed only by seismic force,
It has the effect of not requiring it. 8.1.2.2.2. Automatic restoration type by electricity etc. Claim 100, when the fixing device is released, the earthquake
Automatic recovery to automatically return to the fixed state later by electricity etc.
Fixing device with original seismic sensor (amplitude) device,
This is the invention of the seismic isolation structure. 8.1.2.2.
1. Of the fixed device equipped with an earthquake sensor (amplitude) device
After the earthquake, the operation of the earthquake sensor amplitude device, or the earthquake
The operating part of the fixing device is automatically activated by a command from the sensor.
To provide an automatic restoring device that automatically restores the original position
This achieves the above object. 8.1.2.
2.1. Of automatic fixing device for fixed device
It is a digit. As a result, the operation of the fixing device after an earthquake
The resetting of parts is now automatic, and is similar to that of manual restoration.
There is no need to bother. Fixed equipment for easy restoration
Only one-time response to a major earthquake
Instead, a seismic isolation device that responds to small and medium-sized earthquakes becomes possible. Dress
As the configuration of the device, see 8.1.2.2.1. Earthquake sensors
-(Amplitude) Actuator of the fixing device of the fixing device equipped with the device
And an automatic restoration device for the fixing device. 8.1.2.2.3. Claim 101 In the case of a fixed pin type fixing device, an automatic restoration type by seismic force
When the fixing device is released, the seismic force
Automatic restoration type fixing device that automatically returns to the fixed state
And the invention of a seismic isolation structure thereby. Fixing pin
In the mold fixing device, the insertion part of the fixing pin is
Concave concavely inclined to the center of the insertion part such as spherical
The object is achieved by forming the shape.
This device is based on 8.1.2.2.1. And 8.1.2.2.
4. (Claims 96 to 99 and Claims 103 to 103)
107) The earthquake sensor (amplitude) device equipment according to (106) is provided.
In a mold fixing device, it is particularly significant. Claim 102
Is a fixed device equipped with an earthquake sensor (amplitude) device, or
This is the invention of the seismic isolation structure by using it. Also this device
When using, lift between the fixing pin and its insertion part
To prevent the locking device from becoming ineffective.
It is possible to use a stop device together.
Mostly necessary (except for seismically isolated structures). This
The pull-out prevention device referred to here is 2. Pullout prevention device
・ Sliding bearings may be used, and other seismically isolated structures
Rise from the structure that supports the structure whose seismic isolation
Any device may be used as long as the device prevents the occurrence of the stagnation. 8.1.2.2.4. Applied form The following invention is described in 8.1.2. The following earthquake sensors
Width) It can be used for all equipment-equipped fixing devices.
Excluding 1), 8.2.1. The following types of wind sensors
It can also be used for the indirect method of a fixed device. 1) The lock member is a weight type of the seismic sensor amplitude device.
Earthquake sensor amplitude device with compact size
The invention of the fixed type fixing device and the seismic isolation structure
You. 8.1.2.2.1. -8.1.2.2.4. (Contract
Claim 95 to Claim 101, Claim 104 to Claim
Item 106) Fixed type equipped with each earthquake sensor amplitude device
At the same time, the weight of the seismic sensor
Achieve the above purpose by playing the role of lock member
Things. 2) Locking method with two or more steps In claim 104, the earthquake sensor (amplitude) device is fixed.
The force required to release the active parts of the device and the pull
By keeping tension or compression length small,
Earthquake sensor designed to increase the operating sensitivity of the fixing device
(Amplitude) Equipment-equipped fixing device and its seismic isolation structure
The invention of the body. 8.1.2.2.1. ~ 8.1.2.
2.4. (Claims 95 to 103, Claim 10
Each of the earthquake sensors (amplitude) according to any one of claims 5 to 106).
In the device-equipped fixing device, the operating part of the fixing device is locked.
A first lock member to lock, and lock this first lock member.
Lock part to lock, and so on
The material is made up of two or more steps, and the last lock member is
(Amplitude) connected to the device and linked
To achieve the goal. 3) Double or more locking method Claim 105 secures locking safety of the fixing device.
At the same time as raising the operating sensitivity of the fixing device.
Fixed device equipped with an earthquake sensor (amplitude) device
This is the invention of the seismic isolation structure. 8.1.2.2.
1. -8.1.2.2.4. (Claim 95 to Claim 1
04, Claim 106))
Width) In the device-equipped fixing device, the operating part of the fixing device
Provide two or more locking members to lock, and
Installed an earthquake sensor (amplitude) device for the lock member
To achieve the above purpose
It is. 4) With delay device Claim 106 is fixed to improve the seismic isolation effect in the event of an earthquake.
Operation of the fixing device to maintain the release state of the fixing device
Delay unit designed to delay the return of the part to the fixed position
Fixed device equipped with seismic sensor (amplitude) device with
This is the invention of the seismic isolation structure. 8.1.2.2.
1. -8.1.2.2.4. Each earthquake sensor (amplitude)
In the device-equipped fixing device, 8.5. (Claim
167 to 173).
When the operating part of the fixing device is released,
When returning to the fixed state, be sure to perform
This achieves the above object. 8.1.2.2.5. (Lock) valve type (including direct type)
M) 8.1.2.2.2.5.1. (Lock) Valve Method Claims 125 to 130 are based on a lock valve method.
It is an invention of a fixing device and a seismic isolation structure thereby. (1) Overall configuration This fixing device consists of an earthquake sensor amplitude device and a fixing device.
Divided into Earthquake sensor amplitude device and fixed device
May be separate and independent devices from each other.
In that case, they are connected by a connecting pipe at the connecting port. here
Is an integrated type of fixing device and earthquake sensor amplitude device.
"Fixing device with seismic sensor amplitude device" and fixing device
And the seismic sensor amplitude device
Amplitude device separation type fixing device "and only the fixing device part
"Fixing device section or stand-alone fixing device" and earthquake sensor
Only the amplitude device section is "Seismic sensor amplitude device section or independent
Type earthquake sensor amplitude device. " Claim 125.
According to the invention, the fixing device section substantially leaks liquid, gas, etc. in the cylinder.
Fixing device with a piston-like member that slides without sliding
With a moving part, and a switch linked to the weight
It has a ride-type lock valve.
The lock valve is closed and pushed out by the piston-like member
Liquid or gas from the cylinder
Extruded liquid, gas, etc., which blocks the mouth / exit path
The piston-like member is locked without being pushed out,
The working part of the device is fixed, and in the event of an earthquake, it serves as an earthquake sensor.
Weight acts on the slide lock valve,
When the lock valve is opened, it is pushed out by the piston-like member.
Liquid, gas, etc. in the closed cylinder goes out to the liquid storage tank or outside,
The piston-like member starts to move and the working part of the fixing device is fixed.
An earthquake characterized by being configured to be released
Fixed device with sensor amplitude device and seismic isolation
It is a structure. (2) Fixing device section 1) In the case of a fixing pin type fixing device Claim 126 is a case of a fixing pin type fixing device, or
This is the invention of the seismic isolation structure. Fixed pin type fixing device
In the case of an installation, the fixing device section
With a piston-like member that slides almost without leaking
(Including when it is linked with the piston-like member)
It has an operating part of the fixing device. a. 101. A fixing pin system, wherein the insertion portion of the fixing pin is a mortar-shaped spherical surface according to claim 101.
Concave shape inclined to concave shape with respect to the center of the insertion part such as shape
In the event of an earthquake, it becomes a fixed pin or
The moved piston-shaped member has a concave shape such as a mortar-shaped or spherical shape.
Reciprocating (up and down) movement according to the shape, filling the cylinder
Extruded liquid or gas from the cylinder,
I do. b. The pin-type fixing device of the connecting member system (the inflexible member and the flexible member) allows the liquid, gas, and the like to be substantially prevented from leaking through the cylinder.
A sliding piston-shaped member,
The material is the structure supporting the structure to be isolated
Supported by one of the structures
An insertion tube is supported by the other structure. Fixie
The insertion member or insertion tube is
Not the structure) but the other
Are linked. The connecting member further includes an inflexible member and a flexible member.
Divided into members. In addition, this device is indirect and direct
There is a method. That is, in the case of the direct method, the piston
Notches, grooves and depressions are provided in the
The fixing pin engages with the notch, groove,
Is determined. In the case of indirect method, fixed pin
Lock member (lock pin, lock valve, etc.)
Provide. 2) In the case of a connecting member valve-type fixing device (a direct method) Claim 127 is the case of a connecting member valve-type fixing device,
Is an invention of a seismic isolation structure. Connecting member valve type fixed
In the case of a fixed device, the fixing device section
Has a piston-like member that slides almost without leaking
This piston-like member supports the structure to be isolated.
Either the seismic structure or the seismically isolated structure
Supported by the body, the insertion tube is supported by the other structure.
Is held. The connecting member further includes an inflexible member and a flexible portion.
Divided into wood. And in the case of the fixed pin type fixing device,
In the case of the connecting member valve type fixing device, this piston
The ton-shaped member is a valve for liquid or gas (sliding lock
The valve is movable when the valve is opened, and is seismically isolated.
Vibrations between the body and the structure supporting the seismically isolated structure
To reciprocate and transfer the liquid, gas, etc.
Extrude from inside or pull into cylinder to enable seismic isolation
In the wind, liquid and gas valves (sliding lock
(Valve) is closed, seismically isolated structure and seismically isolated structure
The structure supporting the body is fixed. (3) Earthquake sensor amplitude device section Is the earthquake sensor amplitude device section a fixed device section (connection part)?
-Type slide lock linked to the weight that becomes the earthquake sensor
The part that connects to the outlet and outlet path with the valve and this slide
With liquid storage tank (or outside) part bordered by a lock valve
Split. The liquid storage tank is a liquid reservoir,
The volume of the liquid can be freely adjusted. 1) Weight to be an earthquake sensor The weight to be an earthquake sensor may be a pendulum, a spring, or the like.
Spherical, mortar-shaped, cylindrical trough, V-shaped trough, etc.
The concave sliding surface (sliding / rolling surface, the same applies hereinafter)
Are balanced and vibrate (relatively) during an earthquake,
Return to the original position (normal position) after the earthquake. Also, this earthquake center
As a sensor, a rolling weight can be used. Earthquake
The weight to be a sir is a sphere, spherical or mortar-shaped
Ball rolls on concave sliding surface such as cylindrical trough and V-shaped trough
It is a method. Very good sensitivity. 2) Slide type lock valve and weight and link to be an earthquake sensor
Sliding lock linked to the weight serving as the earthquake sensor
It is normally closed and has a piston-like member.
Liquid, gas, etc., extruded from the cylinder
Liquid, gas, etc.
Is not pushed out, the piston-like member is locked and seismically isolated
The structure to be supported and the structure to support the seismically isolated structure
The weight that serves as an earthquake sensor during an earthquake
Acts on the lock valve to open the slide lock valve.
Then, the liquid in the cylinder extruded by the piston-like member
When gas or the like comes out of the liquid storage tank or outside, the piston-like member
Starting to move, supporting seismically isolated and seismically isolated structures
The structure is released from being fixed. 3) Ingenuity with multiple valves for all directions Sliding at an angle of 180 degrees or more to the movement of the sensor
Provide a valve. The sensor itself reciprocates, so 360
It may be 180 degrees or more, which is half the degree. 4) Resistance plate attached to the lock valve In addition, the slide type lock valve has a resistance plate,
Slidable lock valve by a small weight
When opened, the resistance plate attached to this lock valve is blocked by flow.
To open the lock valve more
If this occurs, a slight movement of the sensor weight
The valve can be fully opened. In addition, the piston
No pressure is applied to the valve in the opening and closing direction even when it is moving
A lock valve with high sensitivity even when the sensor weight is small
Will be possible. (4) Fixing device section and seismic sensor amplitude device section
It is connected. The entrance of this passage is the
Liquid and gas at the outlet / outlet path of the
Transfer of liquids and gases in a cylinder with a piston-like member
Enabled (fixing device and earthquake sensor amplitude device)
May be separate devices from each other and may be independent.
In that case, the passage opening becomes the connection opening, and
Is linked to). Do not connect at the connection port with other fixing devices
As long as the outlet / exit route to the liquid storage tank or outside
When the id-type lock valve is closed and closed,
Because there is no other place to go, the piston-like member slides in the cylinder.
Locked, seismically isolated structures and seismic isolation
And the structure supporting the structure to be fixed. During an earthquake
The weight acts on the slide lock valve due to the seismic force,
The slide lock valve of the outlet / outlet path opens and
Liquid or gas flows out to the liquid storage tank or outside,
The ston-shaped member becomes operable, and the structure to be seismically isolated
Fixation with the structure supporting the structure being shaken is released
You. (5) Liquid / gas extruded by piston-type member
Exit / exit route for exiting the cylinder, etc.
Return of another route to return the extruded liquid / gas into the cylinder
Exit path, exit path and return path
Has a large difference in the opening area, and the exit and exit path are large.
The return path is small, and the return path has a small opening area.
If no valve is required, use a piston
Open when the spring-shaped member is pushed out of the cylinder, otherwise close
The valve is attached. Or, return route of another route
Without installation, soften the closing of the exit and exit route by the lock valve
This has the effect of delaying the return of the piston-like member.
It is possible to add. (6) Damper effect By reducing the opening area of the exit and exit route,
It is possible to have a displacement suppressing effect. (7) Upside down There are cases where the above shape is upside down. Fixed pin type fixing device
In the case of, the concave insertion portion and the insertion portion
The relation between the fixed pin and the seismically isolated structure
When mounted opposite to the structure supporting the structure
There is also. In the case of a connecting member valve type fixing device, it is seismically isolated
A structure supporting the structure and the seismically isolated structure;
Relationship with tongue-shaped member and its fixing device consisting of insertion tube
However, there is a symmetrical type that is switched left and right or up and down. (8) Position of connection port with other fixing device When considering the interlocking operation of a plurality of fixing devices,
The connection with the fixed device is the exit of the earthquake sensor
Exit path and sliding part of piston-like member of fixing device part
It may be provided in any of the other cylinders. Fixing part and earthquake
The sensor amplitude device section becomes a separate device from each other and becomes independent
In some cases. In that case, the earthquake sensor amplitude unit
The installation position of the
The mounting position is in the cylinder other than the sliding part of the piston-like member.
You. (9) Interlocking operation of multiple fixing devices Fixed device with seismic sensor amplitude device or independent fixed device
Or the connection ports of the stand-alone seismic sensor
By connecting with a connecting pipe, the mutual fixing device
It becomes possible to interlock with release of fixation. Earthquake sensor amplitude device
Liquid, gas, etc. are sent to the place where it was activated first, and
The simultaneous release of the connected fixing devices becomes possible. Earth
Even if there is a difference in the sensitivity of the seismic sensor
Can be released simultaneously. (10) Gas / liquid type Whether the liquid / gas filled in the device is liquid or gas
Liquid-hydraulic type has less elasticity and secure
Function can be demonstrated. Furthermore, immerse the entire mechanism in the liquid
It also has a rust-preventive effect. Gas = pneumatic is rich in elasticity
However, the fixing function as a fixing device is inferior to the hydraulic type,
Simple method, maintenance by using anti-rust material
Free is also possible. Both hydraulic and pneumatic
However, the (sliding) lock valve deteriorates hermeticity.
It also serves as a displacement suppression damper. In particular, the pneumatic type
Even if the valve is closed (and the
Closed mechanism without lock valve without device and interlocking mechanism
But it is also used as a displacement suppression damper due to its high elasticity
It is possible. In addition to liquid type and gas type, liquefaction is possible
Use of a solid (eg, a granular solid) is also possible. 8.1.2.2.5.2. (Lock) Valve Method Claims 131 to 139 are based on the lock valve method.
It is an invention of a fixing device and a seismic isolation structure thereby. (1) Overall configuration This fixing device consists of a fixing device and an earthquake sensor amplitude device.
Divided into If the devices are separate and independent of each other
In some cases. In that case, it is connected by a connecting pipe at the connecting port
You. Here, the fixing device section and the earthquake sensor amplitude device section
The integrated type is called "fixing device with earthquake sensor amplitude device"
The fixed type and the seismic sensor
Seismic sensor amplitude device separation type fixed device '' and fixed device
Only the mounting section is referred to as the `` fixing device section or
Only the seismic sensor amplitude device
Or an independent seismic sensor amplitude device. " Claim 1
The invention of Item 31 is that almost no liquid or gas leaks in the cylinder.
Of a fixing device with a piston-like member that slides
In normal times, the weight acting as an earthquake sensor
Child, spring, etc., spherical shape, mortar shape, or cylindrical trough
Concave / slip surface (sliding / rolling surface)
Part, the same shall apply hereinafter), so that the normal position
Liquid and gas extruded by the piston-like member
Exit / exit route from which the liquid goes out of the cylinder to the liquid storage tank or outside
With the weight, or the valve integrated with the weight, or the weight
The interlocked valve closes, and liquid and gas are not pushed out
In the meantime, the piston-like member is locked and the working part of the fixing device is
It is fixed, and during an earthquake, the weight is
Moving from the position that blocks this exit / exit route
Or a valve integrated with the weight, or in conjunction with the weight
The valve is displaced and liquid and gas are pushed out, and the piston
The material starts to move and the working part of the fixing device is released
Earthquake sensor vibration characterized by being configured as follows
Fixing device with width device and seismic isolation structure
You. (2) Fixing device section 1) In the case of a fixing pin type fixing device Claim 132 is a case of a fixing pin type fixing device, or
This is the invention of the seismic isolation structure. Fixed pin type fixing device
In the case of an installation, the fixing device section
With a piston-like member that slides almost without leaking
(Including when it is linked with the piston-like member)
It has an operating part of the fixing device. a. 101. A fixing pin system, wherein the insertion portion of the fixing pin is a mortar-shaped spherical surface according to claim 101.
Concave shape inclined to concave shape with respect to the center of the insertion part such as shape
In the event of an earthquake, it becomes a fixed pin or
The moved piston-shaped member has a concave shape such as a mortar-shaped or spherical shape.
Reciprocating (up and down) movement depending on the shape, filling the cylinder
Extruded liquid or gas from the cylinder,
I do. b. The pin-type fixing device of the connecting member system (the inflexible member and the flexible member) allows the liquid, gas, and the like to be substantially prevented from leaking through the cylinder.
A sliding piston-shaped member,
The material is the structure supporting the structure to be isolated
Supported by one of the structures
An insertion tube is supported by the other structure. Fixie
The insertion member or insertion tube is
Not the structure) but the other
Are linked. The connecting member further includes an inflexible member and a flexible member.
Divided into members. In addition, this device is indirect and direct
There is a method. That is, in the case of the direct method, the piston
Notches, grooves and depressions are provided in the
The fixing pin engages with the notch, groove,
Is determined. In the case of indirect method, fixed pin
Lock member (lock pin, lock valve, etc.)
Provide. 2) In the case of the connecting member valve type fixing device (the direct type), Claim 133 is the case of the connecting member valve type fixing device,
Is an invention of a seismic isolation structure. Connecting member valve type fixed
In the case of a fixed device, the fixing device section
Has a piston-like member that slides almost without leaking
This piston-like member supports the structure to be isolated.
Either the seismic structure or the seismically isolated structure
Supported by the body, the insertion tube is supported by the other structure.
Is held. The connecting member further includes an inflexible member and a flexible portion.
Divided into wood. And in the case of the fixed pin type fixing device,
In the case of the connecting member valve type fixing device, this piston
Ton-shaped member is a valve for liquid, gas, etc.
Can be moved by opening the valve or the valve linked to the weight)
Supports seismically isolated and seismically isolated structures
Reciprocates due to vibration with the moving structure, and fills the cylinder.
Extrudes or pulls the filled liquid, gas, etc. from the cylinder
To enable seismic isolation.
Valve closed and seismically isolated and seismically isolated structures
Is fixed to the structure that supports. (3) Earthquake sensor amplitude device part The earthquake sensor amplitude device part
It is divided into a certain accessory room and a liquid storage tank (or outside). Attached
The generic room may be in the exit / exit route, and the exit / exit
The valve in the route is linked but has an earthquake sensor.
Dependent rooms may be independent. Liquid storage tank is liquid pool
, With air vent at the top for free adjustment of liquid volume
It is. The weight that is to be the earthquake sensor or
(Or linked to the weight) valve is a pendulum or spring
Equal or spherical, mortar-shaped or cylindrical trough, V-shaped trough
Concave-shaped sliding surface (sliding / rolling surface, etc.)
Therefore, they are balanced, in a normal position, and during an earthquake (relative
Vibration) and return to the original position (normal position) after the earthquake. Ma
In addition, a rolling weight can be used as this earthquake sensor.
Become. The weight of the earthquake sensor amplitude device is spherical, spherical
Concave shape such as valley, cylindrical trough, V-shaped trough, etc.
This is a method in which a ball rolls on the slope. Very good sensitivity
You. This weight or the weight (and the
The normal position of the (interlocked) valve is between the accessory chamber and the liquid reservoir or outside
Outlets and outlets that are passages for liquids and gases to and from
It is in a position to block the route. The exit / exit route
The position is integrated with the weight or weight (or with the weight
Upper or lower or side of the valve)
And bottom, top and side, bottom and side, or top
There are seven cases when it is in the part, the lower part and the side
It is. The exit / exit path is weight or integral with the weight
To the flat shape of the valve (or linked to the weight)
Is good. If the weight is a ball, a circle is good. Exit / Exit
Path and seismic sensor amplitude device weight or integrated with weight
Cover material in the gap between the lost (or interlocked with the weight) valve
Similarly, when attaching a cover material,
Plane in contact with integral (or linked to weight) valve
It is better to match the shape. If the weight is a ball, a cylinder
Becomes Thus, pendulum or spring or spherical
Concave sliding such as mortar-shaped, cylindrical trough, V-shaped trough, etc.
Seismic sensor amplitude device balanced by face
Weight or integrated with the weight (or linked with the weight
Considering a lock valve closed by a valve, an omnidirectional earthquake
Seismic sensors that respond to motion are possible and smooth
Interlocking with other valves is possible. Furthermore, the piston-like member
Since pressure is not applied to the valve even during operation (pressure
The seismic force is perpendicular to the pressure,
The weight of the sensor is small because the component of pressure is 0)
A lock valve with a sensitive sensitivity can be realized. (4) Fixing device section and earthquake sensor amplitude device section Fixing to liquid / gas etc. in the auxiliary room of the earthquake sensor amplitude device section
Liquid in the cylinder other than the sliding part of the piston-like member of the device
・ Connected to the gas, etc. through the passageway, allowing for back and forth
(The fixing device and the earthquake sensor amplitude device are
Sometimes they are separate devices and may be independent. On the spot
In the case, the passage opening becomes a connection opening and is connected to each other by a connection pipe
Is done). Unless it is connected at the connection port with other fixing devices,
There is an outlet / exit route to the liquid storage tank or outside from the attached room.
Blocked by weight (or valve integrated with weight)
When there is no other place to go for liquids and gases,
Can not slide in the cylinder, it is locked and seismically isolated.
Structure to be supported and the structure supporting the seismically isolated structure
Set. Weight (or united with weight) during an earthquake
Valve) closes this exit / exit path due to seismic force
If it is misaligned, the liquid and gas in the cylinder will be
Or to the outside, the piston-like member becomes operable.
The structure supporting the seismically isolated structure and the seismically isolated structure
The fixation with the structure is released. (5) Liquid / gas extruded by piston-type member
Outlet, exit route, etc.
The liquid / gas extruded from the mouth route returns to the cylinder.
A return route for the route is provided, and an exit / exit route and
The exit path has an opening area difference from the return path.
Is large, the return path is small, and the return path is
Is small, the valve is not necessary.
Opens when the piston-like member is pushed out of the cylinder,
Otherwise, the valve is closed. Or, another route
Without providing a return path, the weight of the exit / exit path (or
The valve that is integrated with the
The effect of delaying the return of the piston-like member.
It is possible. (6) Damper effect By reducing the opening area of the exit and exit route,
It is possible to have a displacement suppressing effect. (7) Upside down There are cases where the above shape is upside down. Fixed pin type fixing device
In the case of, the concave insertion portion and the insertion portion
The relation between the fixed pin and the seismically isolated structure
When mounted opposite to the structure supporting the structure
There is also. In the case of a connecting member valve type fixing device, it is seismically isolated
A structure supporting the structure and the seismically isolated structure;
Relationship with tongue-shaped member and its fixing device consisting of insertion tube
However, there is a symmetrical type that is switched left and right or up and down. (8) Position of connection port with other fixing device When considering the interlocking operation of a plurality of fixing devices,
The connection with the fixed device is the exit of the earthquake sensor
Exit route (Exit, attached as an earthquake sensor in the exit route
Chamber) and other than the sliding part of the piston-like member of the fixing device
May be provided in any of the cylinders. Fixing unit and seismic center
The signal amplitude device section is a separate device from the
In some cases. In that case, install the earthquake sensor amplitude device section.
The location is determined by the exit / exit route (the seismic
And the installation location of the fixing device
Is in a cylinder other than the sliding portion of the piston-like member. (9) Interlocking operation of multiple fixing devices Fixed device with seismic sensor amplitude device or independent fixed device
Or the connection ports of the stand-alone seismic sensor
By connecting with a connecting pipe, the mutual fixing device
It becomes possible to interlock with release of fixation. Earthquake sensor amplitude device
Liquid, gas, etc. are sent to the place where it was activated first, and
The simultaneous release of the connected fixing devices becomes possible. Earth
Even if there is a difference in the sensitivity of the seismic sensor
Can be released simultaneously. (10) Gas / liquid type Whether the liquid / gas filled in the device is liquid or gas
Liquid-hydraulic type has less elasticity and secure
Function can be demonstrated. Furthermore, immerse the entire mechanism in the liquid
It also has a rust-preventive effect. Gas = pneumatic is rich in elasticity
However, although the fixing function of the fixing device is inferior to the hydraulic type,
Maintenance-free by using anti-corrosion material
Also becomes possible. Hydraulic or pneumatic,
(Either the weight used as the earthquake sensor is
Body valve) By deteriorating the tightness of the lock valve
Also serves as a displacement suppression damper. Especially for pneumatic type, lock
Even if the valve is closed (the seismic sensor amplitude device
With a mechanism that remains closed without a lock valve without an interlocking mechanism
Also) Can be used as a displacement suppression damper due to its high elasticity
Noh. In addition to liquid type and gas type,
The use of solids (eg, granular solids) is also possible. (11) Cover tube for gaps Claim 136 describes the above (1) to (10).
The land according to any one of claims 31 to 135).
In a fixed device equipped with a vibration sensor amplitude device,
Adapt to the movement of the weight (weight of the seismic sensor amplitude device)
Constituted by a tube being inserted into the exit / exit path
Fixed type equipped with seismic sensor amplitude device
The device and its seismic isolation structure. (12) Weight and Indirect Valve Method 1 Claim 137 is the above (1) to (10).
The land according to any one of claims 31 to 135).
In a fixed device equipped with a vibration sensor amplitude device,
Movable to adapt to the movement of the weight of the seismic sensor amplitude device
Lock valve pipe or lock valve and attached to the fixing device body
The lock valve pipe or lock valve
Characterized in that it is made up of
Fixed device with earthquake sensor amplitude device
It is a seismic isolation structure. (13) Weight and indirect valve system 2 Claims 138 to 139 are weight-linked indirect valves.
The invention of the system 2 is described in claim 138.
To (10) (any of claims 131 to 135)
1) Fixed equipment with earthquake sensor amplitude device
At the outlet, it can be inserted into the exit / exit path and move itself
Lock valve pipe and liquid (gas) from the lock valve pipe
A receiver attached to the body of the fixing device that blocks the flow of
And piston-like by wind pressure and seismic force
Weight (Earthquake cell) receiving the pressure of liquid (gas) etc. from members
The weight of the sensor amplitude device) is sucked into the lock valve pipe and
The lock valve pipe moves and is pressed against the receiving material to
Be configured to block the flow of (gas) etc.
A fixed device equipped with an earthquake sensor amplitude device,
It is a seismic isolation structure by using it. Claim 139
139. The earthquake sensor amplitude device according to claim 138.
In the mold fixing device, the piston
Weight (earthquake) under pressure of liquid (gas) etc.
The weight of the sensor amplitude device) is sucked into the lock valve pipe,
The lock valve pipe moves and is pressed against the receiving material to
Blocks the flow of the body (gas), etc.
Move away from the valve pipe, and in the wind, the
20-cpi) close to the inlet) weight is a lock valve pipe
Weight is locked during an earthquake.
When the valve is separated from the valve pipe, the seismic force causes
Deviated from the port 20-cpi), the flow of liquid (gas) etc.
It is characterized by being configured to start and seismic isolation
A fixed device equipped with an earthquake sensor amplitude device, and it
It is a seismic isolation structure. (14) With an amplifier The invention according to claim 139-2 is a lock valve (lock valve pipe,
Slide type lock valve (8.1.2.2.5.1.
G) pressure from piston-like member
To solve the problem of poor valve movement.
You. 8.1.2.2.2.5.1. Even with (lock) valve method
Of course, it can be considered the same. Claim 139-2 is Claimed
142. The land according to any one of claims 125 to 139.
In the fixed device equipped with the vibration sensor amplitude device, the lock valve
(Including lock valve pipe, slide lock valve, etc.)
Tilt in the direction of opening (opening direction)
Direction) and narrow in the direction in which the valve enters (the direction in which it closes)
(Also, the valve insertion port has the same inclination as the valve.
)), The valve comes out when receiving pressure from the piston-like member
(Open), receiving the force to open (open), teeth
With a car, pulley, lever, etc., weaken the force and transmit it to the tip of the valve.
It can be done with a small (sensor) weight as a lock
The amplitude of the seismic sensor characterized by being configured as follows
Invention of device-mounted fixing device and seismic isolation structure using it
It is. 8.1.2.3. Direct method (automatic control type fixed device) The direct method uses force from an earthquake sensor (amplitude) device or
Direct control of the operating part of the fixing device by command
It is. Claim 107 and Claim 108 are as described above.
8.1.2.2.2. Than automatic restoration by electricity etc.
This is an invention that has been mobilized. Release of the fixing device during an earthquake
A fixed device equipped with an earthquake sensor (amplitude) device
This is the invention of the seismic isolation structure by using it. Direct earthquake
Fixed pin type fixed for sensor (amplitude) device equipped type
The case of the device and the case of the connecting member valve type fixing device
You. (1) General Claim 107 is 8.1.2. 92. The earthquake of claim 92
In a fixed device equipped with a sensor (amplitude) device,
An automatic control device is installed in the operating part of the
When the seismic sensor amplitude device is activated or the seismic sensor
Structures to be isolated and structures to be isolated
Release the fixation to the structure supporting the structure, and after the earthquake, again
An earthquake that achieves the above purpose by automatically fixing
Fixed device with sensor (amplitude) device, and thereby
It is an invention of a seismic isolation structure. (2) Seismic power generation device type and seismic sensor equipped type The invention according to claim 108 is the above (1) (claim 10)
Item 7) The fixed type equipped with the earthquake sensor (amplitude) device of the invention described in
The seismic sensor of the fixed device is 7.2. (Claim 88)
Sensor in case of seismic power plant type earthquake sensor of Japan
ー Fixed device-equipped fixing device and seismic isolation structure
It is clear. That is, claim 108 is based on 8.1.2. of
The seismic sensor-equipped fixing device according to claim 93,
An automatic control device is installed in the operating part of the fixing device,
Seismic sensor, seismically isolated structure
Release from the supporting structure, and after the earthquake,
This is for fixing. Claim 109 is Claim 10
109. The earthquake sensor (amplitude) according to claim 7 or claim 108.
After the earthquake, the seismic sensor
Activated by width device or commanded by seismic sensor
A device is provided to automatically return the operating part of the
The seismic sensor (amplitude) device equipped
It is a fixed fixture and a seismic isolation structure. Claim
Claim 110 is Claim 107 or Claim 108
Of fixed type equipment equipped with earthquake sensor (amplitude) device
And the insertion part of the fixing pin has a concave shape such as a mortar or spherical shape.
Earthquake sensor (amplitude) equipment characterized by
It is a stationary equipment and its seismic isolation structure. 8.1.2.4. Earthquake sensor (amplitude) device 8.1.2.4.1. Earthquake sensor (amplitude) device 8.1.2.4.2. Installation of earthquake sensor (amplitude) device
Location 8.1.2.4.3. Design of earthquake sensor (amplitude) device (1) Period of earthquake sensor (amplitude) device 1) Period design of earthquake sensor (amplitude) device
Earthquake sensor (amplitude) to increase sensitivity to noise
Invention of device-mounted fixing device and seismic isolation structure using it
It is. 8.1.2. Equipped with earthquake sensor (amplitude) device
Weight of seismic sensor (amplitude) equipment
The period of the sensor section such as the site where the structure is built
To achieve the above-mentioned purpose
Is what it does. 2) Weight Resonator of Earthquake Sensor Amplitude Apparatus The invention according to claim 112 has a weight resonator.
Regarding earthquake sensor amplitude device and seismic isolation structure
Invention. In order for the weight to resonate during an earthquake,
Wire, rope,
It is necessary to give extra slack to cables and rods.
You. However, if you give the sag, the sensor sensitivity will decrease
Therefore, a method that does not give sag is desired. So, the weight
We receive weight collision around and establish neighboring materials becoming weight,
Wire, rope and cable connected to the fixing device
Attach bull rod, etc. By doing so, the earthquake
Sometimes the weight can resonate with the earthquake and the fixing device
Room for wires, ropes, cables, rods, etc.
There is no need to give (slack). 3) A plurality of weight resonance devices of the earthquake sensor amplitude device The invention according to claim 113, wherein a plurality of weight resonance devices are provided.
Seismic sensor amplitude device with seismic isolation structure
This is an invention related to a structure. A cell that can respond to the width of the ground cycle
When considering a sensor, provide multiple weights to
To the ground cycle by changing the
Can have a certain width. Ground cycle (especially early
The frequency of (tremor, P wave)
Adjust the cycle of the weight every many cycles. 4) Plural Resonance Devices of Earthquake Sensor Amplitude Device The invention according to claim 114 has a plurality of resonance devices.
Regarding the seismic sensor amplitude device and its seismic isolation structure
It is an invention to do. A sensor that can respond to the width of the ground cycle
When thinking, the support of the pendulum of the seismic sensor amplitude device itself
Also has a spring, and two cycles are formed by the pendulum and the spring.
To be able to correspond to the width of the ground cycle
Will be possible. (Period of ground cycle (especially initial tremor, P wave)
-Take frequency spectrum) Top 2 most frequent periods
Match the cycle of the pendulum and the spring. The spring swings in a short cycle
The child should be set to the medium and long cycle. (2) Omnidirectional sensitivity 1) Trumper-shaped hole Claim 115 is for earthquake of the earthquake sensor amplitude device.
Sensitivity is constant regardless of the direction of the seismic force.
Fixed device equipped with an earthquake sensor amplitude device, and
This is the invention of a seismic isolation structure. 8.1.2. Earthquake sensors
-For a fixed device equipped with an amplitude device,
Wires connecting to the fixing device above or below the device weight
-Combine ropes, cables, etc., directly above the weight or
In the main body of the seismic sensor amplitude device directly below (or inside
Or outside), a mortar-shaped or trumpet-shaped hole
Wire, rope, cable, etc.
By passing through it, the same pulling force or
Is designed to transmit the compressive force.
Thus, the object is achieved. 2) Roller-shaped guide member Claim 116 is for the earthquake of the earthquake sensor amplitude device.
Sensitivity is constant regardless of the direction of the seismic force.
Fixed device equipped with an earthquake sensor amplitude device, and
This is the invention of a seismic isolation structure. 8.1.2. (Claim 9
112) Seismic sensor amplitude device arrangement according to claims 112-111.
In the fixed fixture, the weight of the seismic sensor
Horizontally, a wire rope cable connected to the fixing device
Buckle, etc., and remove the weight
A guide member such as a roller (rotation axis, etc.)
Two wires in this direction, this wire, rope, cable, etc.
The same pull-out force or pressure in all directions.
By being configured to be able to transmit compressive force,
This achieves the above object. (3) Earthquake sensor amplitude device with amplifier (Part 1) Claim 117 is for the earthquake of the earthquake sensor amplitude device.
Equipped with a seismic sensor amplitude device to increase sensitivity
It is an invention of a mold fixing device and a seismic isolation structure thereby.
8.1.2. Fixed device equipped with earthquake sensor amplitude device
Levers, pulleys, gears, etc.
Wire, rope, cable, and rod connected to hook members
Or a length to be pulled or compressed, such as a release
The purpose is achieved by amplifying the length.
You. (4) Earthquake sensor amplitude device with amplifier (Part 2) Claim 118 is for the earthquake of the earthquake sensor amplitude device.
Equipped with a seismic sensor amplitude device to increase sensitivity
It is an invention of a mold fixing device and a seismic isolation structure thereby.
8.1.2. Fixed device equipped with earthquake sensor amplitude device
The weight of the seismic sensor amplitude device on the seismic isolation plate
(Gravity restoration type), make it a shape that rolls well, and
A concave insertion section such as a sphere or a mortar
And insert the lever force (for displacement amplification) there.
You. The fulcrum of this lever is located in the concave insertion section just above the weight.
Yes, the point of action is on its extension, and the wire
・ Rope, cable, rod, etc. are connected. this
In the event of an earthquake, the displacement of the weight is
And the displacement given by the rotation of the weight are amplified by leverage
And the amplified displacement is transmitted to the connected wire.
To be transmitted to the rope, cable, rod, etc.
By increasing the operating sensitivity of the seismic sensor amplitude device
The purpose is achieved. 8.1.3. Interlocking fixing device If multiple fixing devices are installed, all fixing devices
If the device is not released at the same time, the seismically isolated structure will be fixed.
They make a twisting movement around a fixed point.
To remedy this drawback, all fixing devices must be unlocked simultaneously.
Was required to be removed. This interlocking operation type
The fixing device achieves this. Claim 119
Consists of a plurality of fixing devices.
Fixed parts with a mechanism in which moving parts or locking members
It is an invention of a seismic isolation device and a seismic isolation structure using the same. Fixed
To link the operating parts or lock members of the device
Therefore, it is configured to release multiple fixing devices at the same time.
It is what has been. 8.1.3.1. Interlocking operation type fixing device 8.1.1. Disadvantages of the shear pin type fixing device
When installed, seismic force acts to fix one fixing device.
Fixing device that breaks other fixing pins even if the fixed pin breaks
Is not always simultaneous.
Was. Claim 120 solves the problem and provides a shear pin
When multiple fixing devices including the mold fixing device are installed,
Interlocking operation type fixing device that realizes simultaneous release of all fixing devices
The present invention relates to a base isolation structure using the same. One
A plurality of fixing devices, including a shear pin type fixing device.
Of the fixing device such as each fixing pin
A fixing device with a mechanism in which
You. The operating part of the fixing device or the locking member
To release multiple fixing devices at the same time
It is assumed that. Specifically, when the seismic force exceeds a certain
Shear pin type fixing device with a structure that breaks or breaks
(8.1.1.) Comprising:
Actuation of the fixing pin of the shear pin type fixing device and other fixing devices
The lock member that locks the part
Connected by cables, rods, etc.
Is the fixing pin of the shear pin type fixing device broken by seismic force?
When cut, wire rope cable rod
The locking member of the other fixing device is released
Each fixing device is released at the same time,
Release the fixation to the structure supporting the seismic isolated structure
The above-mentioned object is achieved by being constituted as follows.
It is. The following interlocking operation type fixing device ~
8.1.1. 7. In addition to the shear pin type fixing device,
1.2. Fixed device equipped with earthquake sensor (amplitude) device
Can also be used. 8.1.3.2. Interlocking operation type fixing device Claim 121. Earthquake sensor
Width) device-equipped fixing device or 8.1.1. Shear pin
In two or more fixing devices, including die fixing devices,
Each with a rope, cable, rod, release, etc.
By connecting the lock members of the fixing device to each other,
The locking and unlocking of the operating parts of the
With the invention of the moving dynamic fixing device and the seismic isolation structure using it
is there. 8.1.3.3. Interlocking operation type fixing device Claim 122. Earthquake sensor
Width) device-equipped fixing device or 8.1.1. Shear pin
In two or more fixation devices, including mold fixation devices, the end
A lock member (branch) having a function to lock each fixing device
Unsplit parts, three or four or more
) Are mounted so that they can move.
When an earthquake occurs, the weight of the earthquake
Sir amplitude device, seismic sensor device, or shear pin type
The locking device activates this locking member in the movable direction,
The locking function at each end allows the
At times, release the seismically isolated structure and the seismically isolated structure
A chain designed to be released from the supporting structure
With the invention of the moving dynamic fixing device and the seismic isolation structure using it
is there. In other words, two or more movable members
There is a mechanism to lock the operating part of the upper fixing device (lock
It has a hole, and the operating part of the fixing device fits into the lock hole.
Is locked by being locked)
Each device is linked to the movement of the member by the
This is a method in which the fixing device is fixed and released. 8.1.3.4. Interlocking operation type fixing device Claim 123. Earthquake sensor
Width) device-equipped fixing device or 8.1.1. Shear pin
In two or more fixation devices, including mold fixation devices, the end
A lock member (branch) having a function to lock each fixing device
Unsplit parts, three or four or more
), But mounted so that it can rotate around the center
Weights vibrate due to seismic force during an earthquake
Seismic sensor amplitude device, seismic sensor device, or shear
A pin-break type fixing device rotates this lock member,
The locking function at each end allows the
Simultaneously released, seismically isolated structure and seismically isolated structure
Release from the structure that supports
Interlocking type fixing device and invention of seismic isolation structure by using it
It is. In other words, both ends of the member that can rotate around the center
There is a mechanism to lock the operating part of the fixing device (lock
It has a lock hole, and the operating part of the fixing device fits into the lock hole.
It is locked by being lost), that part
Each fixing device is fixed and released in conjunction with the rotation of the material.
It is a method. Also, this member is not only one
And may be divided into three or four or more
You. In that case, the member can rotate around the center.
Each of the branched ends has a fixing device.
There is a part that locks the moving part, and it interlocks with the rotation of that member
Then, the fixing device is fixed and released. 8.1.3.5. Interlocking fixed device When an earthquake occurs, the fixed device is
Depending on how the device is released,
It is divided into the following two types. (1) The operating part of the fixing device itself is released by electricity When an earthquake occurs, the fixing device is released by an electric signal from the seismic sensor.
The operating part itself is released. (2) Only the lock of the operating part of the fixing device is released by electricity
In the event of an earthquake, fixed equipment is
The operating part of the fixing device is unlocked and the operating part of the fixing device itself
Can be released by a spring or seismic force without using electricity.
of. The release of the operating part of the fixing device in (1) requires quickness.
Requires a large amount of power, etc.
If only the unlocking of the operating part itself is
Easy mechanism is enough. Claim 124 is the method according to (2), wherein
In the case where only the lock of the operating part of the
is there. Specifically, 8.1.2. Earthquake sensor
Width) Fixing with one or more fixing devices
Lock the actuating parts of each fixing device on the device.
Lock member is activated by an electric signal from the seismic sensor.
Fixed device characterized in that it is configured to operate
And the invention of a seismic isolation structure thereby. 8.1.4. 139-3. Wind-operated fixing device with earthquake sensor Item 139-3 has a wind sensor (earthquake sensor
-With) Earthquake-actuated fixing device.
It is configured to lock the fixing device when the constant wind pressure is reached.
Equipped with an earthquake sensor (amplitude) device
Mold fixing device and seismic isolation structure by it. 8.2. Wind-actuated fixing device The invention of this wind-actuated fixing device is described in 8.1. Earthquake actuated type
Like the fixed device, without depending on the magnitude of the seismic force,
This enables seismic isolation even for minute earthquakes.
Therefore, the invention described in claim 140 is effective when an earthquake occurs and
Structures that are seismically isolated and structures that are seismically isolated during normal times when there is no wind
Has been released from the structure that supports
Only when wind force is detected by a wind sensor, etc.
Fix the structure and the structure supporting the seismically isolated structure
Type fixing device (wind-actuated fixing device)
Is an invention of a seismic isolation structure. 8.2.1. A fixing device equipped with a wind sensor (general type) Claim 141.
Sensor-equipped fixing device) and the seismic isolation structure
Invention. Specifically speaking, claim 141
The invention supports seismically isolated structures and seismically isolated structures.
To prevent wind sway, etc.
When the wind pressure exceeds a certain level,
Only supports seismically isolated and seismically isolated structures
It is configured to fix the structure and prevent wind sway, etc.
Wind-operated fixing device. (1) Direct method The direct method uses a force from a wind / wind sensor to control the fixed device.
This is a method of directly controlling the operating section itself. Claim 142
The described invention relates to a seismically isolated structure and a seismically isolated structure.
Fixing the supporting structure to prevent wind sway, etc.
In the device, the wind pressure is detected by a wind sensor, etc.
Then, the operating part (fixing pin / fixing valve) of the fixing device operates itself.
To support the seismically isolated structure and the seismically isolated structure
Equipped with a wind sensor configured to fix the structure
Mold fixing device and seismic isolation structure by it. 1) Fixing pin type fixing device The invention according to claim 143, the structure to be seismically isolated and the seismic isolation
Structure that supports the structure to be
In a fixing device to prevent
When the wind pressure is detected, the fixing pin
To support the seismically isolated structure and the seismically isolated structure.
Wind sensor configured to fix the structure to hold
It is an equipment-type fixing device and a seismic isolation structure. 2) Connection member valve type fixing device The invention according to claim 144 is the invention according to claim 142.
In a fixed device equipped with a wind sensor, liquid and air
For example, a piston-like member that slides without leaking
It has an operating part of the fixing device, and sandwiches the piston-like member of this cylinder.
A tube (also attached to a tube) connecting the opposite sides (end to end)
Groove), a hole in the piston-like member,
Liquid, gas, etc., extruded by the
At or all outlets are provided with valves,
When the wind sensor detects a certain level of wind pressure, the valve
Closed and seismically isolated structures by closing
A wind cell configured to secure the structure supporting the body
Sensor-equipped fixing device and the seismic isolation structure
You. (2) Indirect method a) General b) In the case of fixed pin type Claims 145 to 146 are based on the fixed
The force required to set (fix) the operating part of the
To increase the operating sensitivity of the fixing device.
In addition, a fixed device equipped with a wind sensor and a seismic isolation structure
It is an invention of a structure. 8.2.1. The wind sensor equipped type
Fixing and release of the operating part of the fixing device
A lock that locks the actuating part of the fixing device without doing it directly
Activating the member to lock and release the locking device
The purpose is achieved by performing
is there. c) Automatic restoration type by seismic force Claim 147 is 8.2.1. Wind-operated, fixed
2. The fixing device according to claim 1, further comprising:
For the central part of the insertion part, such as the mortar shape and spherical shape of item 01
Tilted into a concave shape to secure
Wind-operated fixing device that enables automatic restoration of
It is also an invention of a seismic isolation structure. Also, this equipment
The lock is locked by a locking member that locks the operating part of the fixing device.
Lock valve and lock pin.
As a result, the system is divided into the following two systems. 1) Lock valve method The claim 148 is that the lock member is a lock portion such as a lock valve.
Wind-operated fixing device and seismic isolation structure
Invention. 8.2.1. Fixed type equipped with wind sensor
The gas in the cylinder without leaking almost any liquid or gas.
It has an operating part for a fixing device such as a piston-like member to ride.
Then, the opposite sides (the end and the end) of the cylinder sandwiching the piston-like member
To the end) is connected by a tube (also a groove in the tube)
Or if the piston-like member has holes
Liquid, gas, etc., extruded by the cylindrical member come out of the cylinder
Exit is provided, and the pipe
A pipe that connects the opposite sides (end to end) of the stone-shaped member
(Also a groove), a hole in a piston-like member,
Liquid and gas extruded by the ton-shaped member
A lock valve is provided at the exit or at all of them
The lock valve is normally open and the locking device
Is unlocked, and the unlocking of the fixing device
Structure to be seismically isolated and structure to support the structure to be seismically isolated
Is released, and the wind pressure exceeds a certain level.
And that the lock valve closes in conjunction with the wind sensor
Locks the locking device and locks the locking device.
To support the seismically isolated structure and the seismically isolated structure.
It is specially designed to be fixed to the structure.
It is a fixed device equipped with a wind sensor. Where
The working part of the fixing device will be described.
Is a fixed pin with a piston-like member = fixed pin
System and a connecting member having a piston-like member (an inflexible member
Flexible member) = connection member system. 2) Lock pin method According to claim 149, the lock member is a lock such as a lock pin.
Wind-operated fixing device as a member, and seismic isolation structure using it
The invention of the body. 8.2.1. Fixed with wind sensor
In the device, usually the locking member of the working part of the fixing device
Is unlocked and the locking device is unlocked.
Structure that is seismically isolated by release of the fixing device
Release from the structure supporting the seismically isolated structure
When the wind pressure exceeds a certain level, the wind sensor
In conjunction with this, the locking member locks the operating part of the fixing device.
This locks the fixing device and secures the fixing device.
Supports seismically isolated and seismically isolated structures
To be fixed to the
This is a fixing device equipped with a wind sensor. 8.
2.5. (1) General (including direct method) Claim 150 which does not require a power supply equipment and which depends on electricity.
Wind generator type wind sensor equipped type fixing device,
This is the invention of the seismic isolation structure. 8.2.1. (Claim
Item 141)) Wind sensor-equipped fixing device
When the wind pressure exceeds a certain level, the voltage of the wind generator
Voltage exceeds the voltage required to operate the
The seismic isolated structure and the seismically isolated structure
And a structure that supports the
This achieves the above object. (2) Indirect method Claim 151 is a method for fixing a wind generator-type wind sensor to a fixed device.
The force required to secure the moving parts of the
Wind generator-type wind designed to increase the operating sensitivity of the
Of the sensor-equipped fixing device and the seismic isolation structure
It is an invention. 8.2.1. (2) Indirect method (Claim 1)
45-149) The wind sensor equipped type fixed
When the wind pressure exceeds a certain level, the wind power generator
The voltage creates a locking member that locks the actuating part of the fixing device.
The lock member is activated when the voltage exceeds
To lock the working part of the fixing device and seismically isolate the structure
And the structure supporting the seismically isolated structure
The purpose is achieved by being constituted in
is there. 8.2.6. An interlocking wind-actuated fixing device The invention according to claim 152 comprises a plurality of fixing devices.
The actuating parts or locking members of each fixing device are interconnected.
It is a fixing device with a mechanism to move, and the operating part of the fixing device
Or by linking the lock members,
Are configured to simultaneously secure the fixing devices
Interlocking actuating fixing device characterized by seismic isolation
It is an invention of a structure. 8.2.6.1. An interlocking wind-actuated fixing device The invention according to claim 153 comprises two or more fixing devices.
Lock member with the function of locking each fixing device
Is a wire, rope, cable, rod, etc.
The wind sensor is connected to
When one of the lock members is activated, each lock member is linked
And fix each fixing device at the same time and seismically isolated
Fixing the structure and the structure supporting the seismically isolated structure
Interlocking operation type fixed
It is an invention of a seismic isolation device and a seismic isolation structure using the same. 8.2.6.2. Interlocking wind-actuated fixing device The invention according to claim 154 is directed to two or more fixing devices.
With a function to lock each fixing device at the end (branch
Unremoved members, three or four or more
The (locked) locking member is movably mounted
In the wind, the wind sensor moves this lock member in the
The locking function at each end,
These fixing devices at the same time,
The structure supporting the structure to be shaken is fixed so as to be fixed.
Interlocking operation type fixing device, characterized in that
This is the invention of the seismic isolation structure by using it. 8.2.6.3. An interlocking wind-actuated fixing device The invention according to claim 155 is directed to two or more fixing devices.
With a function to lock each fixing device at the end (branch
Unremoved members, three or four or more
So that the locking member can be rotated about the center
The wind sensor is attached to the lock
Rotation of the locking member, so that the locking function at each end
A structure where each fixing device is fixed at the same time and seismically isolated
I will fix the body and the structure supporting the seismically isolated structure
Interlocking operation-type fixed device characterized by being configured as follows
And the invention of a seismic isolation structure thereby. 8.2.6.4. Interlocking operation wind operation type fixing device The invention according to claim 156 is based on 8.2. To 8.2.5.
(Any one of claims 140 to 151)
One or more wind-operated fixing devices described in
In the fixing device, the fixing of each fixing device
The lock of the operating part of the fixing device by the lock member is one
It is done simultaneously by the electric signal from the wind sensor
A fixing device characterized by being configured as
This is the invention of the seismic isolation structure. 8.2.7. 157. The setting of the delay device The claim 157 is the same as the claims 145 to 156.
The fixing device with wind sensor according to any one of the above items
And any one of claims 166 to 176
Equipped with a delay device as described in
Promptly when released, and slowly when released
Wind sensor equipment characterized by being configured as follows
It is an invention of a mold fixing device and a seismic isolation structure thereby.
8.3. Fixed device installation position and relay interlocking operation type fixed device
8.3.1. General Considering countermeasures such as wind sway, the fixing device
The center of gravity of the seismically isolated structure (the center of gravity and the seismic isolation
The center of the plane from the centroid of each elevation of the
(Hereinafter referred to as "center of gravity") or its vicinity
First, it is good to be installed. Claim 158 claims
The invention of a fixing device and a seismic isolation structure thereby. 8.3.2.2 Installation of two or more fixing devices 8.1. Seismically actuated fixing device and 8.2. Wind-actuated solid
In the fixed device, the position of the center of gravity of the seismically isolated structure or
Cutting sensitivity and seismic sensor at peripheral positions other than the vicinity
Install a sensitive type device and seismic isolation
At or near the center of gravity of the structure,
In comparison, the cutting sensitivity and the sensitivity of the earthquake sensor device are less sensitive
It is configured by installing Claim 159 is
The invention of the fixing device and the seismic isolation structure thereby.
You. 8.3.3. Relay interlocking type fixing device Simultaneous operation of the fixing device should be mechanical or electric.
Also had a problem as to whether they actually worked at the same time.
In particular, seismically actuated fixing devices do not allow time lag,
However, the problem was not great if even one was not released. This
The seismically actuated fixing device in
(Locked / fixed) for simultaneous operation
It is difficult to operate sequentially,
is there. In addition, depending on how to operate sequentially, even one
It also solves the problem if not removed. That is, the center of gravity or
The last one to relay the fixed device installed near it
The law solves that problem.
Fixed device ”). Conversely, a set of fixing devices
Therefore, the center of gravity fixing device should be set first.
No. 8.3.3.1. In the case of an earthquake-operated fixing device
For operation (release / set = lock / fixed) interlock,
It is difficult to operate them at the same time.
There is more certainty. Also, depending on how the
In addition, it solves the problem when even one is not released. One
The fixing device installed at or near the center of gravity.
The problem can be solved by relaying the information. Claim 16
Item 0 is the relay interlocking type fixing device, and
This is the invention of a seismic isolation structure. Specifically, the interlocking operation type fixed
At least one of the fixed devices
The device (relay end fixing device) is the weight of the structure to be isolated.
At or near the center position, use another fixing device (intermediate relay fixing device).
Equipment) are installed in the surrounding area.
When the setting device is sequentially released, the position of the center of gravity or its
Make sure that the fixing device installed nearby is released last.
Is done. In addition, regarding the fixing of the fixing device after the earthquake
Preferably, the fixation device of the center of gravity is fixed first. Claim
Item 161 is the relay interlocking operation type fixing device,
This is the invention of the seismic isolation structure. Specifically, continuous operation
At least one of the fixed
Fixing device (relay terminal fixing device) is a structure that is seismically isolated
At or near the center of gravity of the body, use other fixing devices (relays)
Intermediate fixing devices) are installed around the
After the fixing device is sequentially released and after the end of the earthquake, the center of gravity is
The fixing device installed at or near the position is fixed first
It is configured to be. Claim 162 is Claim 1
60, any one of the inventions according to claim 161,
Or a combination of both
Relay interlocking type fixing device, characterized by
This is the invention of a seismic isolation structure. 8.3.3.1.1. Relay intermediate fixing device 8.3.3.1.1.1. 163. Relay intermediate fixing device (general) Claim 163 is an earthquake-activated relay intermediate fixing device;
It is also the invention of a seismic isolation structure, and this invention
A relay intermediate fixing according to claim 160 or 161.
The device is directly connected to the seismic sensor (amplitude) device.
Relay (first) intermediate fixing device and earthquake sensor
Width) Relay that is not directly connected to the device (second or later)
) Is divided into intermediate fixing device, the former is relay 1st intermediate fixing
Device, the latter as the intermediate fixed device after the second relay, and the relay
The first intermediate fixing device is provided in any one of claims 95 to 106.
The fixed device equipped with the described earthquake sensor (amplitude) device is used
Relay that is directly connected to the seismic sensor (amplitude) device
Connect the intermediate fixing device directly to the relay first intermediate fixing device
No relay intermediate fixing device, relay second or later intermediate fixing device
Each relay intermediate fixing device is added to the equipment of the lock member.
In the event of an earthquake, the operation of the fixing device is
End) Transfers to the lock member of the fixing device and interlocks with the lock part.
Has an interlocking mechanism to release the fixing device by the material,
The lock member of the relay first intermediate fixing device is an earthquake sensor
(Amplitude) Lock the intermediate fixed device to the second and subsequent relays on the device
The member is linked to the link mechanism of the relay intermediate fixing device just before.
Relay interlocking characterized by being configured to
The invention of the actuation type fixing device and the seismic isolation structure thereby.
You. More specifically, this fixing device includes this fixing device.
A locking member (pin) that locks the operating part of a fixing device such as a pin
In the case of the working part of the fixing device for the stone-shaped member,
The lock member that locks the moving part is a fixed pin).
There are notches / grooves / dents to be inserted.
Is always pushed by gravity, spring, rubber, magnet, etc.
1st intermediate fixing device
In the case of this lock member and the earthquake sensor amplitude device
Weights that vibrate during an earthquake
A moving motor or an operating member such as an electromagnet
Or (during release) wire, rope, cable,
Connected by rods, etc.
Weights vibrate or are activated by seismic sensors
This work is performed by an operating member such as a motor or electromagnet.
Due to the ear rope, cable, rod, etc.
The lock member is removed from the
It is released, and in the case of the intermediate fixing device after the relay 2nd
Between the lock member and the relay intermediate fixing device immediately before
The interlocking mechanism described above is a wire rope (during release)
・ Connected by cables, rods, etc.
By operating the interlocking mechanism, this wire rope cable
With the notch / groove / dent
The locking member is removed, the fixing device is released, and
Relay (first, second and subsequent) intermediate fixing devices
In addition to the equipment of
It has an interlocking mechanism that is fixed to the
The next relay (intermediate, terminal) fixing device in conjunction with the operation of
In conjunction with the lock member of
It is constituted by removing the lock member. 8.3.3.1.1.2. Relay intermediate fixing device (amplifier
Attached) In addition, as an interlocking mechanism, increase the number of levers, pulleys, gears, etc.
The addition of a swivel allows a small change in the working part of the fixing device.
Position is amplified to a large displacement and linked to the next fixing device.
It is possible to make it. Claim 164 is the fixing device.
And the invention of a seismic isolation structure thereby.
163. A relay intermediate fixing device (with an amplifier) according to claim 163.
In the interlocking mechanism of the fixing device described above, a lever, a pulley,
The following relay (intermediate and terminal) fixing devices using gears, etc.
Of the tension or compression length of the lock member
It is constituted by doing. 8.3.3.1.2. 165. The relay terminal fixing device according to claim 165, wherein the seismically actuated relay terminal fixing device is provided.
It is also an invention of a seismic isolation structure by that, and
160. The claim 160, 161 claim
The relay terminal fixing device of the fixing device described above,
Hold multiple lock members to lock the
The plurality of locking members may be connected to a plurality of other relay intermediate fixing devices.
Interlocking mechanism (claims 163 and 164)
Interlocking mechanism), wire rope (during release)
Individually connected with cables and rods, etc.
Pulled out in conjunction with
The lock members are all released.
Unless the relay end locking device is completely unlocked,
It is constituted by not being. 8.3.3.1.3. Installation of delay device Relay interlocking operation type fixing device (relay intermediate fixing device / relay
Actuator or locking member of the fixing device of the terminal fixing device)
And the weight vibrating during the earthquake of the earthquake sensor amplitude device.
Or a motor or electricity activated by an earthquake sensor
Intermediate fixing of the relay between or just before the magnet or other actuating member
8.5. A delay device such as
Of the fixing device during vibration after the seismic release
Return the actuating part or locking member (fix the actuating part
In the direction to determine). Earthquake end degree
A delay mechanism that increases the time until
There is no problem in earning money. Claim 175 is an embodiment of the present invention.
The invention of the seismic isolation device and the seismic isolation structure
160. The method according to any one of items 160 to 165.
In a fixing device, an operating part or a locking member of the fixing device
And the weight that vibrates during an earthquake with the earthquake sensor amplitude device
Or the interlocking mechanism of the relay intermediate fixing device immediately before
In the event of an earthquake, the operating parts or locking members of
Actuator or lock of the fixing device during vibration after removal
Structured by providing a delay unit that delays the return of material
The invention of the fixing device and the seismic isolation structure
(For details, see 8.5.) 8.3.3.3.1.4. Actuating part or lock member of the fixing device and the seismic sensor
ー Between or just before the vibrating weight of the amplitude device during an earthquake
Between the interlock mechanism of the relay intermediate fixing device of
It needs a device that transmits only compression and does not transmit compression. This
Claim 160 to Claim 1
The seismic isolation device or sliding bearing described in any one of paragraphs 75
And the working part or locking member of the fixing device
Between the oscillating weight of
Between the interlocking mechanism of the previous relay intermediate fixing device, tensile force
A device that transmits only compression force and does not transmit compression force.
176 is the fixed with this tensile force limited transmission
It is an invention of a device and a seismic isolation structure thereby. 8.3.3.2. In the case of a wind-operated fixing device, the wind-operated fixing device of the relay interlocking operation type is also fixed.
In conjunction with device operation (release / set (lock / fix))
It is difficult to operate them at the same time,
There is more certainty to let it go. Also, it works sequentially.
Depending on the way, even if one is not fixed
Also solve. In other words, fix the center of gravity fixing device first.
The solution is to solve the problem. Claim 177 provides that
Relay interlocking operation type fixing device and seismic isolation structure using it
Invention. Specifically, installation of interlocking operation type fixing device
At least one of them is seismically isolated
Installed at or near the center of gravity of the body, the rest near
Installed, when wind, those fixing devices are fixed sequentially
At this time, the fixed device installed at or near the center of gravity
Configuration is fixed first. Also, the wind
(Below seismic isolation structure
Of the anchoring between the base and the structure supporting the seismically isolated structure)
With regard to, the fixation device for the center of gravity should be released last.
No. Claim 178 is a relay interlocking operation type fixed device.
And the invention of a seismic isolation structure thereby. Specifically
Are concerned with the installation of interlocking fixed devices.
At least one of them is located at the center of gravity of the
It is installed nearby, and the rest is installed in the surrounding area.
These fixing devices are fixed in sequence and then
When the devices are sequentially released, the position of the center of gravity or the vicinity thereof
Configured so that the fixing device installed next to it is released last
Is done. Claim 179 is Claim 177, Claim 1
By combining either or both of the 78 clauses
A relay interlocking operation type fixed, characterized by comprising
It is an invention of a device and a seismic isolation structure thereby. 8.3.3.2.1. Relay intermediate fixing device Claim 180 is a wind-operated relay intermediate fixing device.
This invention is an invention of a seismic isolation structure.
177. The intermediate relay fixing device according to claim 177 or 178.
This device is directly connected to the wind sensor
Relay (first) intermediate fixing device and wind sensor directly connected
Do not remove the relay (second or later) intermediate fixing device
The former is a relay first intermediate fixing device, and the latter is a relay second
Hereinafter, it is referred to as an intermediate fixing device, and the relay first intermediate fixing device includes:
The wind sensor equipment according to claim 145 to 156.
A relay that uses a mold fixing device and is directly connected to the wind sensor
The intermediate fixing device is directly connected to the relay first intermediate fixing device.
Relay intermediate fixing device with relay second and subsequent intermediate fixing device
In addition, each relay intermediate fixing device is
The following relays (intermediate and end) activate the fixing device during wind
Transfer to the lock member of the fixing device
It has an interlocking mechanism to fix the fixing device more
-The lock member of the first intermediate fixing device is
The lock member of the intermediate fixing device after the second
-It is configured to interlock with the interlock mechanism of the intermediate fixing device.
A relay interlocking operation type fixing device characterized by
And the invention of a seismic isolation structure. Specifically
Stated differently, this fixing device includes the operating part of the fixing device.
Notches / grooves / dents into which locking members to be locked are inserted
This lock member always has gravity, spring, rubber,
Pulled by a magnet, etc. and removed from these notches / grooves / dents
In the case of the relay 1st intermediate fixing device, this lock
And the wind sensor work in conjunction with the wind sensor.
By this, the lock member enters this notch / groove / dent,
The fixing device is fixed, and the intermediate fixing
In the case of installation, this lock member and the intermediate relay
The interlock mechanism described later of the setting device is a wire (during release)
-Rope, cable, rod, etc.
In addition, the operation of this wire rope
・ Cables / grooves / dents due to cables / rods, etc.
The lock member is inserted into the
-(First, second and subsequent) intermediate locking device
In addition to the equipment of the material,
Has an interlock mechanism, which operates the fixing device in the wind
In conjunction with the lock of the next relay (intermediate, terminal) fixing device
By interlocking with the member and fixing this lock member,
Is done. 8.4. Fixing as wind sway suppression device / displacement suppression device
Device or damper 8.4.1. Fixing device as wind turbulence suppression device 8.4.1.1. Fixing device as wind sway suppressing device (1) Fixing device as wind sway suppressing device
When the structure and the structure supporting the seismically isolated structure shake
In the wind sway suppression device that suppresses the movement of
Insertion part that fixes the pin and insertion part that supports the fixing pin
Of the parts, one is seismically isolated and the other is seismically isolated
Fixed on the structure that supports the structure to be fixed
The insertion part to be inserted has a concave shape such as a mortar
By inserting a fixing pin into the entrance,
A resistor is used for the insertion part that supports the fixed pin
To adjust the resistance to insertion of the fixing pin into the insertion section
(For example, a piston-like part with a fixed pin attached)
Sliding material slides in a cylinder without leaking liquid, air, etc.
With a hole in the piston-like member or
Opposite sides of the piston-like member (the piston-like member
The end of the sliding area and the end of the
Or a piston-like member
The sliding speed of the piston
Liquids or vacancies that flow through holes or pipes
Can be adjusted by viscous resistance such as air).
A wind sway suppression device or the like characterized by being formed
Fixing device and seismic isolation structure by it. Claim 1
Item 81 is the invention. (2) Fixing device as wind sway suppression device (with delay device)
G) Further, in addition to the function of (1), 8.5. Late
When using an elongator, the fixing pin is set in the slide mechanism during an earthquake.
Delay device that increases the time spent in the ground and increases the seismic isolation effect
An invention having an effect can be considered. Claim 182 is that
Wind sway suppressing device or fixing device with delay device,
This is the invention of the seismic isolation structure. 8.5. Delay
As an example, the insertion portion of the fixing pin and the fixing pin
One is seismically isolated and the other is seismically isolated
Provided on a structure that supports the structure, such as a mortar shape, spherical shape, etc.
By inserting a fixing pin into the concave insertion part,
Structure to be supported and the structure supporting the seismically isolated structure
With a fixed device to prevent wind sway, etc.
Concave insertion part such as mortar-shaped or spherical-shaped with a possible slope
And a fixing pin having a tip portion having the same gradient as the insertion portion.
With almost no leakage of liquid or gas in the cylinder
Fixed pin with a piston-like member
The fixed pin tip protrudes out of it,
Opposite sides of the cylinder sandwiching the piston-like member (piston
The end of the range in which the slidable member slides)
These pistons are connected by flow paths such as
The difference in the opening area from the flow path such as this pipe (and groove)
A hole with a hole is provided.
Or, in the hole with the larger opening area among the holes of the piston-like member,
Open when the piston-like member is retracted into the cylinder,
There is a closed valve on the outside, and gravity,
In some cases, a spring, rubber, or magnet placed in a tube
Push the fixing pin with this piston-like member out of the cylinder.
In some cases, the tube and the tube (or
Channel) is filled with liquid such as lubricating oil
In some cases, the characteristics of this valve and the flow of the pipe (and groove) etc.
The opening area of one of the holes in the
By squeezing, the tip of the fixed pin
In the direction, it is prompt, in the exit direction, it is delayed,
When seismic force is applied, the tip of the fixing pin
It is difficult to come out while seismic force is working inside
It is configured as follows. The same can be said for (1) and (2) above.
However, the combined use of the pull-out prevention device may cause wind sway, etc.
More effective in suppressing 8.4.1.2. Fixing device and central dent-shaped wind sway
182. Wind sway or the like according to claim 181 or 182.
Restraining device (fixing device) and (general) fixing device or
8.7. (Claim 204) The central recess of the seismic isolation plate
With one or both of the wind sway suppression devices
Resists shaking such as wind when used together. Claim 183 is
This is the invention of the seismic isolation structure. 8.4.2. A fixed device type damper The invention according to claim 184-0 is a fixed device type damper.
-And the invention of the seismic isolation structure. Naturally, this
In the invention, the fixing device type damper suppresses displacement, wind sway, etc.
Also serves as a suppression device. Seismically isolated structures and seismically isolated structures
In a device that suppresses movement with a structure that supports the body,
Structure to be seismically isolated and structure to support the structure to be seismically isolated
A cylinder is installed in one of the
A piston-like member that slides without leaking
The operating part of the measuring device is installed, and the liquid, gas, etc. in the cylinder
At least two paths are provided in the cylinder or piston-like member.
It is constituted by doing. The path of this liquid, gas, etc.
The opposite sides of the piston-shaped member
(The end of the range where the piston-like member slides)
Pipes (also grooves in the cylinder), piston-like members
Holes (and grooves provided in the piston-like member),
A route connecting the liquid storage tank, a route connecting the cylinder and the outside, etc.
It is. These paths have a difference in opening area.
The piston-like member has a larger opening area in the path of
A valve that opens when exiting the cylinder and is closed otherwise
No need for valve when opening area is small
However, when a valve is provided, the piston-like member is pulled into the cylinder.
With a valve that opens when it is swallowed and is otherwise closed
And, furthermore, gravity, and in some cases
A spring, rubber, magnet, etc.
In some cases, it also serves to extrude from
The path may be filled with a liquid such as lubricating oil,
The nature of this valve and the difference in the opening area between the paths
As a result, the piston-shaped member moves in the direction of coming out of the cylinder.
The movement is quick, and the movement in the direction into the cylinder is slow.
To suppress movement such as wind sway
Damper characterized by being made
It is a seismic isolation structure. 8.4.2.1. 183. Fixing device type damper The invention according to claim 184 is a fixing device type damper.
This is the invention of the seismic isolation structure by using it. Naturally, this invention
The fixed device type damper is equipped with a device to suppress displacement and
Also serves as a place. Supports seismically isolated structures and seismically isolated structures
A device that suppresses movement with the holding structure
Structure that supports the seismically isolated structure and the structure that supports the seismically isolated structure
A cylinder is installed on one side, and the other slides inside this cylinder.
The connection member with the piston-like member
Fixed pin support that cooperates with, is integrated with, or is connected to the material
Fixing member (hereinafter referred to as an insertion part or fixing pin
The convex member to which the pin contacts is called a fixed pin receiving member).
Said piston-like installed and forming the working part of the damper
The member and the piston-like member slide therein.
It consists of a cylinder and almost no leakage of liquid, gas, etc. in the cylinder
Is inserted into the cylinder,
Liquid connecting the opposite sides of the cylinder, with the piston-like member in between
・ There are at least two paths for gas etc.
Has a difference in the opening area, and
When the piston-like member comes out of the cylinder with the larger product
The valve has a valve that is open and closed otherwise.
A valve is not required if the mouth area is small,
Open when the piston is retracted into the cylinder.
Otherwise, a closed valve is attached,
Force, and in some cases springs / rubbers in a tube
・ A magnet plays the role of pushing this piston-like member out of the cylinder.
In addition, the cylinder and the path may be
May be filled with a liquid of the nature of this valve,
By providing a difference in the opening area between the paths,
The ton-shaped member is quick in the exit direction,
In the direction of entry, resist the insertion part to be fixed,
Be sure to enter slowly to prevent movements such as wind
It is configured to suppress displacement. Fixed pin system (fixed
Concave insertion part such as mortar for inserting fixed pin and fixed pin
Is used together with the pull-out prevention device,
More effective suppression effect (no need for connecting member system). Most
If you specifically explain the routes provided in the lower two places,
Opposite sides of the cylinder sandwiching the piston-like member (piston
Pipe (or end to end of the range in which the slab slides)
Groove in the cylinder) and a hole in the piston-like member
Are provided, and the pipe (and the groove) and the hole have an open area.
The pipe (or groove) or piston-like member
The piston-like member has a cylindrical
A valve that opens when exiting from inside and is closed otherwise
Valve is not required if the opening area is small
However, when a valve is provided, the piston-like member is pulled into the cylinder.
Open when inserted, otherwise closed
And, furthermore, gravity, and in some cases
A spring, rubber, magnet, etc.
In some cases, this tube and the tube
(And groove) also means that it is filled with liquid such as lubricating oil
There is a difference between the characteristics of this valve and the opening area.
The piston-like member is quickly
In the direction to enter the cylinder,
Resistance, and move slowly, such as wind sway.
It is configured to suppress displacement during earthquakes. 8.4.2.2. 186. The invention according to claim 186, wherein the structure to be seismically isolated and the seismic isolation
For suppressing movement with a structure supporting a structure to be moved
Supports seismically isolated structures and seismically isolated structures
The tube is installed on one of the structures
Connection member with piston-like member that slides in this cylinder
Is connected or integral with the piston-like member
The fixed pin receiving member is installed, and the damper
The piston-like member forming the operating part and the piston-like member
A member that slides within the member,
Fixie that slides almost without leaking liquid or gas inside
The piston-like member is inserted into the cylinder, and the piston-like member
An exit path through which the extruded liquid / gas exits from the cylinder;
The extruded liquid, gas, etc. returns from the outlet path into the cylinder.
There is a separate return path, and the exit path and return path
And the exit path is small.
The return path is large and the return path
Is open when exiting the tube, otherwise closed
A valve is attached, and the exit path has a fixed opening area or less.
No valve is required in the case of
Open when the tongue is pulled into the tube, otherwise
Is constituted by having a closed valve
Is a damper characterized by
It is an invention of a seismic isolation structure. The characteristics of this valve and the opening area
By making a difference, the piston-like member
In the direction, and fasten in the direction into the cylinder.
The insertion part of the
To suppress movements such as wind sway and displacement during an earthquake. Fixed
Pin system (fixed pins and mortar-shaped recesses for inserting the fixed pins)
(With the shape insertion part)
More effective in suppressing wind sway, etc.
Absent). 8.4.3. 188. A flexible member type connecting member system damper. 188, 189, 189-2
The described invention relates to a structure for supporting a structure to be isolated.
Is installed on one of the seismically isolated structures
Operating part of the damper (piston-like member such as a hydraulic damper)
Of the damper and the other structure
Through the insertion hole provided on the installed structure side,
By connecting with flexible members such as yarn, rope, cable, etc.
A damper characterized by being constituted,
This is the invention of the seismic isolation structure. 8.4.4. Fixing device also used as damper 8.4.4.1. Fixing device that also serves as a damper (1) Lock valve system 1 The invention of a fixing device and a fixing device that also serves as a damper, which is operated by earthquake
There are cases of both a mold and a wind-actuated fixing device. Claim 185
Item is the invention. The invention according to claim 184,
Damper valve (valve provided on the larger opening area)
Is replaced with a lock valve (lock member).
A lock valve that operates according to a command from the
A lock valve that operates according to a command from a sensor (amplitude) device
Or a damper characterized by comprising
This is the invention of the seismic isolation structure. (2) Lock valve system 2 The invention of a fixing device that also serves as a fixing device and a damper.
There are cases of both a mold and a wind-actuated fixing device. Claim 187
Item is the invention. The invention according to claim 186,
The damper valve (the valve provided in the outlet path) is a lock valve
(Locking member) when the finger from the wind sensor
Or a lock valve that operates, or an earthquake sensor (vibration
Width) Whether to use a lock valve that operates according to a command from the device
It is a damper characterized by being constituted by,
It is also an invention of a seismic isolation structure. (3) Lock valve type 3 Invention which is used both as a fixing device of a flexible member type connecting member system and a damper
There are cases of both seismically operated and wind operated fixed devices.
Claim 190 is the invention. Claim 189,
The damper according to claim 189-2, wherein the return
(Claim 189) or the open surface of the path
Provided on the smaller product (described in claim 189-2)
When the valve is replaced by a lock valve (lock member),
Lock valve that operates according to a command from the
Lock valve that operates according to a command from the sensor (amplitude) device
Characterized by the following:
This is the invention of the seismic isolation structure. (4) Lock valve system 4 (8.1.1.2.2.5.
G) Valve system) The invention according to claim 191 is based on 8.1.1.2.2.5.
(Lock) Valve type fixing device and damper fixing device
This is the invention of the seismic isolation structure. Contract
The invention described in claim 191 is the method described in 8.1.1.2.2.5. (B
) Valve system (claims 125 to 139)
Item 1) Fixed type equipped with earthquake sensor amplitude device
In the device, the piston cylinder
Attached to the liquid storage tank or the outlet / exit path to the outside
In addition to the valve, a liquid storage tank or an external
A return port is provided for returning to the insertion tube of the ton-shaped member.
Flow prevention valve), and the size of the opening area of the outlet and outlet path
Height and the size of the return opening
And a damper characterized by being constituted by
Invention for seismic isolation structure
It is. 8.4.4.2. Insertion Section Shape The invention according to claim 192 is based on 8.4.4.1. damper
-The seismic isolation device according to claim 191.
・ In the sliding bearing, only the center of the insertion part of the fixing pin,
Reduce the radius of curvature or increase the gradient, and use
Configured by increasing the radius or decreasing the slope
It is a fixing device characterized by
Is an invention of a seismic isolation structure. 8.4.5. Fixed pin receiving member shape and displacement type corresponding to displacement
This damper is used not only as a seismic isolation device but also as a general damper.
It can also be applied to 8.4.5.1. Fixed pin receiving member change type Insertion section for inserting fixed pin or convex shape hitting fixed pin
By changing the shape of the fixed pin receiving member such as the state member,
The displacement-type damper that changes the damper capacity
Is what you do. Here, for the “insertion part”,
Not only a concave form for inserting the pin but also a convex form for the fixing pin to hit.
Insert parts even for members (same for all chapters). 8.4.5.1.1. Displacement Suppression 1 (1) Concave type (outward path suppression type) Claims 192-1 to 184 to 187
Item: The fixing device type damper (8.4.2.1.
8.4.2.2. 191) or the method according to claim 191.
Any of the fixing devices (see 8.4.4.)
Supports seismically isolated structures and seismically isolated structures
A fixing pin is installed on one of the
The fixed pin receiving member is installed on the fixed pin receiving member.
It is composed of a concave shape member
Damper and seismic isolation
It is an invention of a structure. The concave shape of the fixing pin receiving member shape
Is, for example, a mortar shape, a spherical shape or a cylindrical trough shape, a V-shape.
It has a concave shape such as a valley surface. This fixing pin receiving member
(Insertion part) Depending on the shape, the displacement amplitude from the center of the earthquake
It becomes a damper that can suppress displacement on the road. (2) Convex type (return path suppression type) Claim 192-2, Claims 184 to 187
Item: The fixing device type damper (8.4.2.1.
8.4.2.2. 191) or the method according to claim 191.
Any of the fixing devices (see 8.4.4.)
Supports seismically isolated structures and seismically isolated structures
A fixing pin is installed on one of the
The fixed pin receiving member is installed on the fixed pin receiving member.
It is composed of a convex shaped member.
Damper and seismic isolation
It is an invention of a structure. The shape of the fixing pin receiving member is convex
Is, for example, a mortar shape, a spherical shape or a cylindrical mountain surface shape, a V-shaped
It is shaped like a mountain. This damper is used to
With the invention of a damper that can suppress displacement on the return path from the center of the width
is there. (3) Asperity (repetition) type Claims 192-2-2 are claims 184 to 1
Item 87. The fixing device type damper described in Item 87 (8.4.2.1.
８8.4.2.2. 191) or claim 191.
Any of fixing devices that also serve as dampers (see 8.4.4)
The structure to be isolated and the structure to be isolated.
Fixing pins are installed on one of the structures
This fixing pin receiving member is installed in the
Structured due to the fact that the material is made of an uneven member
Damper characterized by being made
It is an invention of a seismic isolation structure. This damper is used for
Development of a damper that can suppress displacement in a round trip from the center of amplitude
It is clear. (4) Combined concave and convex type (round-trip restraint type) Structure supporting the seismically isolated structure and the seismically isolated structure
Between the (1) concave damper and (2) the convex damper.
By installing both the damper and the
Displacement can be suppressed on the outward path and the return path from the center. Contract
The claim 192-2-3 is a method according to claim 192-1.
And a damper according to claim 192-2.
Damper characterized by being constructed by
-And the invention of the seismic isolation structure. Claim 1
Item 92-2-4 is the dam according to item 192-2-2.
The shape of the par where the fixing pin normally contacts
A damper having a fixed pin receiving member;
The shape that the fixing pin hits during normal operation is concave.
Being used together with a damper having a fixed pin receiving member
A damper characterized by comprising:
This is the invention of the seismic isolation structure. 8.4.5.1.2. The second for displacement suppression The 192-3rd claim is the 184th to 187th claim.
Item: The fixing device type damper (8.4.2.1.
8.4.2.2. 191) or the method according to claim 191.
Any of the fixing devices (see 8.4.4.)
Supports seismically isolated structures and seismically isolated structures
A fixing pin is installed on one of the
The fixed pin receiving member is installed on the fixed pin receiving member.
The shape may be a concave member or a convex member.
Or a combination of concave and convex forms
The form is to change the inclination according to the displacement
Damper and seismic isolation structure
Invention. Arbitrarily changing the inclination in this way
To suppress displacement while suppressing response acceleration
Enable. Like this, change the damper performance arbitrarily
That is a feature of the present invention. Especially concave or convex
As the shape goes from the concave or convex center to the periphery,
The type with a stronger gradient has better seismic isolation performance and suppresses displacement.
It also has an effect. That is, the invention of claim 192-4 is provided.
The invention of claim 192-4 is the invention of claim 192-3.
The damper as described, wherein the displacement is concave or convex.
How to change the inclination according to the direction from the center to the periphery
According to the two-step, multi-step, stepless gradient change, etc.
It is a damper configured so that the distribution is strong,
This is the invention of the seismic isolation structure. Claim 19
The invention of the item 2-5 relates to a damper with a stopper at the time of excessive displacement.
192-3. The damper according to claim 192-3,
The shape of the periphery of the fixed pin receiving member
Raise to vertical, or gradually raise the angle to vertical
A damper characterized by being started up to
(Hereinafter referred to as a damper with a stopper for excessive displacement)
It is a seismic isolation structure by using it. 8.4.5.2. Tube change type Claim 192-5-2 is a displacement suppressing cylinder.
Hydraulic system composed of a piston-like member that slides inside
The damper to reduce the displacement suppression damper capacity.
Sandwich the point of the section on the cylinder (tube opening) and the piston-like member
A pipe connecting the point (tube opening) and the cylinder in that section
-The liquid in the tank moves back and forth,
Mutual liquid flows without blocking both ports with the member in between.
The sliding range of the piston-like member that comes in
A damper characterized by being in a range to be alleviated,
This is the invention of the seismic isolation structure. 8.4.5.3. Piston hole / groove change type Displacement control type cylinder and fixed piston that slides in it
Piston-type hydraulic damper
The member is provided with holes or grooves so that the piston
This allows the liquids in the container to move back and forth. That
Damping by giving resistance with the size of the hole or groove
is there. 8.4.5.4. Cylinder groove change type Claim 192-6 is a displacement suppressing cylinder and its cylinder
Hydraulic damper consisting of a piston-like member that slides inside
ー, dig a groove in the cylinder,
The fluid in the cylinders on both sides
And damping by giving resistance with the size of the groove
Change the size of the groove according to the displacement position
-A feature that changes the ability
This is the invention of the par and the seismic isolation structure thereby. 8.
4.6. 192. Damper bearing or fixing device bearing
Item -7 corresponds to items 184-0 to 187 (8.
4.2. 191. A fixing device type damper), or 191.
Claim 192-6 (8.4.4. Fixing also used as damper)
Device), or the fixed pin
Type fixing device (excluding the pin type (fixing pin)
) Is characterized in that it is also used as a sliding bearing
It is a damper and its seismic isolation structure. 8.5. Delay device 1) General When the operating part of the fixing device is released,
When returning to the normal state, a delay device that delays is necessary. Also,
Relay interlocking operation type fixing device (relay intermediate fixing device / relay
Actuator or locking member of the fixing device of the terminal fixing device)
And the weight vibrating during the earthquake of the earthquake sensor amplitude device.
Or a motor or electricity activated by an earthquake sensor
Intermediate fixing of the relay between or just before the magnet or other actuating member
The lock during an earthquake is released between the interlock mechanism of the device
Return of the operating part of the fixing device or the locking member during the vibration
(In the direction that locks the working part of the locking device)
Requires a delay. Late to gain time until the end of the earthquake
A rolling mechanism is desirable, but it can be a few seconds.
There is no. Claim 166 is the invention. Written in
In the above-mentioned fixing device, the operating part of the released fixing device
Or a delay to delay the return of the locking member
Actuator or locking member of seismic device and seismic sensor amplitude
Between the weight vibrating during equipment earthquake or immediately before
-The interlocking mechanism of the intermediate fixing device is
During the vibration after the operating part or lock member of the
A delay that delays the return of the actuating part or locking member of the locking device
A fixed device constructed by providing or
And the invention of a seismic isolation structure thereby. 2) Hydraulic and pneumatic cylinder type Claims 167 to 167-2 are hydraulic and pneumatic cylinders.
Delay device, and thereby the fixing device, and thereby
This is the invention of a seismic isolation structure. This hydraulic pneumatic cylinder type delay
The invention of the roller is composed of a cylinder and a piston-like member that slides.
Liquid, gas, etc. in this cylinder with almost no leakage.
A piston-like member is inserted into the cylinder,
The tip of the piston-like member protrudes,
A liquid that connects the opposite sides of the cylinder with the piston
At least two paths for gas and the like are provided.
Give the difference in the opening area, and in this path the size of the opening area
When the piston-like member is pulled into the cylinder,
Open, otherwise closed valve with open
A valve is not required when the area is small, but when a valve is provided
When the piston-like member is pushed out of the cylinder, it opens.
Otherwise, the valve is closed because it is closed.
Is done. Specifically, the piston-like member of this cylinder is sandwiched
Pipes that connect the other side (end to end)
Groove) and a hole opened in the piston-like member.
The difference in the opening area between the pipe (and groove) and the hole
In addition, this tube (also groove) or the hole of the piston-like member
The piston-like member is drawn into the cylinder with the larger opening area
It has a valve that opens when it is turned on and is closed otherwise
Liquid extruded or extruded by a piston-like member
The exit path through which the body and gas exit the cylinder, and the exit path
The return path of another path where the liquid / gas etc. extruded returns to the cylinder
And an exit path and a return path
Exit route with difference in area is large and return route is small
In the exit path, a piston-like member is drawn into the cylinder.
Is open when the valve is closed, otherwise it is closed.
The return path does not require a valve if the opening area is small.
However, when a valve is provided, the piston
Opened when extruded, otherwise closed
And, in addition, gravity, and sometimes
The inserted spring, rubber, magnet, etc.
May play a role in pushing out the outside of the cylinder.
The pipe (and groove) or path is filled with a liquid such as lubricating oil.
The difference between the nature of this valve and the opening area
By attaching, the piston-like member is
In the inbound direction, it is prompt, in the outbound direction it is delayed
You. In the case of a fixed device, the piston of this delay device
The actuating part of the fixing device or the operating part of the fixing device
Or a piston-like member is inserted into the cylinder of the delay unit.
Whether the direction of retraction is the direction of release of the fixing device,
Alternatively, the piston-like member of this delay device is
Vibrates during the earthquake of the rock member and the earthquake sensor amplitude device
Motor or motor driven by weight or seismic sensor
Is connected to an operating member such as an electromagnet.
The direction in which the piston-like member is drawn into the cylinder of the roll
Is the direction in which the lock member comes off (release direction).
You. Furthermore, in the case of a relay interlocking operation type fixing device,
The piston-like member of the delay unit is used as the operating part of the fixing device.
Or in conjunction with the working part of the fixing device,
The direction in which the piston-like member is drawn into
Or the piston-like part of this delay
Material is locked with the locking member of the relay
Weights or seismic
Operation of a motor or electromagnet, etc.
Between the member and the interlocking mechanism of the relay intermediate fixing device immediately before
And the way of connection is piston-like into the delay tube.
The direction in which the member is retracted is the direction in which the lock member comes off.
(Release direction). Contract
Claim 168 includes the pneumatic cylinder delay and the
The invention of the fixing device and the seismic isolation structure
You. The invention is based on a piston-like member that slides with a cylinder.
It slides in this cylinder with almost no leakage of gas etc.
A piston-like member is inserted into the cylinder and the
The tip of the ston-shaped member protrudes, and gas flows into this cylinder.
There is a hole that exits from the cylinder and a hole that enters the cylinder, and exits
The hole opens when the gas exits from the cylinder.
Is equipped with a closing valve, and additionally, gravity,
Depending on the spring, rubber, magnet, etc. put in the tube,
In some cases, this piston-like member may be pushed out of the cylinder.
The characteristics of this valve and the opening area of the hole through which gas enters the cylinder
By squeezing, the piston-like member enters the cylinder
Fast in the direction and delayed in the outgoing direction. Fixed
In the case of a device, the piston-like member of this delay device is fixed.
Actuator of the device or linked with the actuator of the fixing device
Or the piston-like member of the delay
Vibration during an earthquake with a lock member and an earthquake sensor amplitude device
Weights or motors driven by seismic sensors
Or it is connected to an operating member such as an electromagnet. relay
In the case of an interlocking locking device, the piston of this delay
A lock member of a relay interlocking operation type fixing device,
Weight or ground vibrating during an earthquake with the earthquake sensor amplitude device
Motors or electromagnets operated by seismic sensors
Connect the relay intermediate fixing device with the operating member or immediately before
Relay (being released) between the moving mechanism
How to connect and connect between ropes, cables, rods, etc.
Indicates the direction in which the piston-like member is pushed into the cylinder of the delay device,
It is constituted by setting the release direction of the lock member. 3) Mechanical type a) Escape wheel type Claim 169 is an escape wheel type delay among mechanical delay devices.
Roller and its fixing device and its seismic isolation structure
It is an invention of a structure. The present invention has been described in 1),
Return of lock member after unlocking during earthquake (fixed
(In the direction that locks the actuator of the positioning device)
It is an invention aimed at. This invention relates to the escape wheel and
And a rack.
It is designed to rotate the escape wheel, and the ankle is
There is no resistance in a certain direction to the rotation of the wheel,
Adjust the speed of rotation as resistance in the opposite direction
These mechanisms are interlocking devices such as gears.
It may be combined indirectly through the structure
Due to the nature of the mechanism with escape wheel and ankle and rack
The rack will not resist in one direction when subjected to force.
You can move, but the speed of movement will be delayed in the opposite direction.
Swelling. In the case of fixed devices, this delay
The lock on the working part of the fixing device or the working part of the fixing device
Provided on a member that is linked to the
The lock member of the fixing device and the seismic sensor amplitude device
Activated by weights or seismic sensors that vibrate during an earthquake
Between the motor and the operating member such as the electromagnet
Do it. In the case of a relay interlocking fixed device, this delay
The rack of the extension unit is locked by the locking unit of the relay interlocking operation type
Material and the weight that vibrates during an earthquake with the seismic sensor
Or a motor or electromagnetic operated by a seismic sensor
Interlocking of a working member such as a stone or the intermediate relay fixing device just before
Relay between the mechanism and the wire (during release)
Cable, cable, rod, etc.
The direction in which the rack can move without resistance is
In the direction (release direction)
Thus, the object is achieved. b) Ratchet type (weight type weight resistance type, water wheel type / windmill type)
A viscous resistance type is a ratchet type of a mechanical delay device.
Delay device, and thus also the fixing device, and thereby the seismic isolation
It is an invention of a structure. The present invention is described in 1).
Return of lock member after unlocking during earthquake
Delay (in the direction of locking the actuating part of the fixing device)
It is an invention aimed at. This invention relates to gears and racks
(And devices such as water turbines (windmills))
A rack is defined in a certain direction depending on the direction of rack movement.
The gears rotate without the gears meshing with the rack teeth.
Gears rotate in the opposite direction
The mechanism is as follows, and the teeth mesh and the gear rotates.
When moving the rack, use the weight
The weight of the gears resists the movement of the gears.
In the case of a car-type viscous resistance type, the tooth
Viscous liquid (gas) that rotates in conjunction with the rotation of the car
Of water turbines (windmills) etc.
The load becomes a resistance, and these mechanisms are interlocking mechanisms such as gears.
May be combined indirectly through the tooth
For cars and racks (and for turbine and windmill viscous resistance types)
The nature of the mechanism by a device that applies a load such as a water turbine
The rack will resist in one direction when subjected to force
Move in the opposite direction, but the speed of movement is
It has become so. For fixed devices, this delay
Rack in the working part of the fixing device or
Provided on a member linked to the moving part, or
The rack is locked by the locking member of the fixing device and the amplitude of the seismic sensor.
By vibrating weights or seismic sensors during the equipment earthquake
Between an operating motor or an operating member such as an electromagnet
Connect or connect. In the case of a relay interlocking operation type fixing device,
Rack of the delay unit
And the weight that vibrates during an earthquake with the earthquake sensor amplitude device.
Or a motor operated by a seismic sensor or
Actuating members such as electromagnets or relay intermediate fixing device just before
Relay (released) wire between the interlocking mechanism
・ Connection between ropes, cables, rods, etc., and how to connect them
However, the direction in which the rack can move without resistance
It is configured to be in the direction of release (release direction).
Thus, the object is achieved. c) Gravity type Claim 171 is a gravity type delay among mechanical delay devices.
Vessel and thereby fixing device, and thereby seismic isolation structure
The invention of the body. The present invention relates to the earth described in 1).
(Fixing device of the lock member after the lock at the time of the earthquake was released
Delaying the return (in the direction of locking the actuating part of the
It is an aimed invention. The present invention relates to gears, racks and weights.
The rack rotates the gears as the rack moves.
The weight is linked to the rotation of the gear
And its own weight is in a certain direction with respect to the moving direction of the rack.
It becomes a load in the opposite direction and becomes a resistance in the opposite direction.
(To help the rotation of the gears)
These mechanisms are combined indirectly via interlocking mechanisms such as gears.
The gear, rack and weight.
Due to the nature of the mechanism, the rack will not
Can move without resistance in the opposite direction, but the speed of movement in the opposite direction
Is to be delayed. For fixed devices,
This delay rack may be mounted on the working part of the fixing device or fixed.
Provided on a member linked to the operating part of the
The delay unit rack with the locking device of the fixing device and the seismic
Weight or seismic sensor
Actuators such as motors or electromagnets that operate with
Connect with wood. For a relay interlocking fixed device
If the rack of this delay unit is
Device locking member and earthquake sensor amplitude device during earthquake
Motor driven by vibrating weight or seismic sensor
-Or an actuating member such as an electromagnet or intermediate relay just before
Relay between the interlock mechanism of the fixed device (during release
) Between wires, ropes, cables, rods, etc.
The direction in which the rack can move without resistance
In the direction in which the lock member comes off (release direction).
The above purpose is achieved by being constituted by doing
To reach. 4) Friction type Claim 172 is a friction type delay device and fixing by it
It is an invention of a device and a seismic isolation structure thereby. This departure
Ming said that the lock during the earthquake described in 1) was released
Of the lock member after locking (locking the operating part of the fixing device)
This is an invention for the purpose of delaying in
The present invention comprises a cylinder and a sliding piston member.
The piston-like member is assembled so that it can move inside the cylinder.
The inner surface of the cylinder and the surface of the piston-like member
Both or one of them depends on the sliding direction.
That gives the friction resistance
Due to the nature of the mechanism by the ton
Does not receive much resistance in one direction when subjected to force
Can move in the opposite direction, but in the opposite direction,
The speed of movement is delayed. Place for fixing device
If this is the case, the piston of the delay
Moving part or linked with the moving part of the fixing device,
Locks the piston-like member of this delay
Materials and weights that vibrate during an earthquake with the earthquake sensor amplitude device
Or a motor or electricity activated by an earthquake sensor
It is connected to an operating member such as a magnet. Relay interlocking operation
In the case of a mold fixing device, the piston-like member of this delay device
And the locking member of the relay
Weight or seismic sensor
Actuators such as motors or electromagnets that operate with
Between the material and the interlocking mechanism of the relay intermediate fixing device immediately before
Relaying (released) wire rope cable
Between the rod and the rod, etc.
The direction in which the material can move without much resistance is
The direction of release (release direction)
The above purpose is achieved by being constituted
is there. 5) Path detour type The claim 173 is a path detour type delay device, and thereby.
It is an invention of a fixing device and a seismic isolation structure thereby. This
The invention described in 1) unlocked during an earthquake
Of the lock member after the lock
In the direction in which the
You. This invention is a cylinder and a cylinder that slides in the cylinder
And a rotatable piston-like member.
The members are assembled so that they can move inside the tube,
In addition, a surface parallel to the movement direction is
The line part and the curved part are connected to form a loop
The guide is in the direction of the piston-like member by a spring etc.
Pins that are extruded are provided respectively,
This pin fits into the guide, and this pin and the guide
The piston-like member rotates and moves in the cylinder due to the relationship
And this pin is located on the straight part of the guide
When you place it, you can move it without resistance,
When moving, the resistance depends on the angle of the guide to the moving direction.
And the pin reverses this guide
The mechanism by this cylinder and piston-like member
Due to the nature of the piston, the piston-like member
Can move without resistance in one direction, but in the opposite direction
The resistance caused by the angle between the guide and the pin
Due to the difference in the extension distance between the part just before passing
Thus, the speed of movement is delayed. Fixed equipment
In the case of a delay device, the piston-like member of the delay
Whether it is an operating part of the device or linked with the operating part of the fixing device,
Alternatively, fix the tip of the piston-like member of this delay unit
Device locking member and earthquake sensor amplitude device during earthquake
Motor driven by vibrating weight or seismic sensor
-Or between an operating member such as an electromagnet. Re
In the case of a Ray-locked fixed device, the delay
Ton-shaped member is used as a lock member of a relay interlocking operation type fixing device.
And weights that vibrate during an earthquake with the earthquake sensor amplitude device
Is a motor or electromagnet operated by an earthquake sensor
, Etc. or interlocking machine of relay intermediate fixing device just before
Wire low relaying (releasing) between structures
Cables, rods, etc.
The direction in which the stone-shaped member can move without resistance is
To the direction in which the locking member comes off (release direction).
By accomplishing this, the above object is achieved. 6) Viscous resistance type Claim 174 is a viscous resistance type delay device, and accordingly
It is an invention of a fixing device and a seismic isolation structure thereby. This
The invention described in 1) unlocked during an earthquake
Of the lock member after the lock
In the direction in which the
You. The present invention relates to gears and racks, and equipment such as water turbines (windmills).
The device such as a water turbine (windmill)
Immersed in a liquid (gas) with
A different size for each rotation direction that corresponds to the rack movement direction
It is a mechanism that receives the viscous drag of
The structure is indirectly combined via an interlocking mechanism such as gears.
The gears and racks and water turbines (windmills)
Due to the nature of the mechanism by the device, the rack will
Can move in one direction with a small resistance, but in the opposite direction
The movement speed is delayed due to large resistance
Has become. In the case of fixed equipment, this delay rack
Is provided on the working part of the fixing device or linked to the working part of the fixing device.
To the moving parts or to the rack of this delay
The locking member of the fixing device and the
Activated by a vibrating weight or seismic sensor during an earthquake
Between the motor and an operating member such as an electromagnet
I do. In the case of a relay interlocking fixed device, this delay
The rack of the container is locked by the locking device of the relay interlocking operation type
And weights that vibrate during an earthquake with the earthquake sensor amplitude device
Is a motor or electromagnet operated by an earthquake sensor
, Etc. or interlocking machine of relay intermediate fixing device just before
Wire low relaying (releasing) between structures
Cables, cables, rods, etc.
The direction in which the lock can move with small resistance
To be in the direction of release (release direction)
This achieves the above object. 7) A delay device using a sensor seismic isolation plate.
Mounted fixed device or damper combined seismic sensor amplitude
Seismic sensor amplitude device in equipment-equipped fixed device
Sensor seismic isolation plate where the weight slides (rolls and slides)
In the sensor seismic isolation plate,
Returning slope toward the center of the sir seismic isolation plate, detoured
By providing a return route (detour), an earthquake sensor
-Delay the return of the amplitude device's weight (ball) to the center.
Fixed type equipped with an earthquake sensor amplitude device
Equipped with fixed device or damper and seismic sensor amplitude device
Fixing device and seismic isolation structure by it. Claim 1
The invention described in the paragraph 74-2 is a type equipped with an earthquake sensor amplitude device.
Equipped with fixed device or damper seismic sensor amplitude device
The weight of the seismic sensor amplitude device in the
In the sensor seismic isolation plate that slides (rolls and slides),
Recessed center sensor seismic isolation plate (center sensor seismic isolation)
Once the horizontal level has been lowered over the plate)
Return gradient from the surface to the center of the sensor
Return route (road) with
Sir amplitude device weight (ball) sensor
Seismic sensor characterized by delaying return to the part
ー Equipment with amplitude device or damper and seismic sensor
Fixed device equipped with sir amplitude device and seismic isolation structure using it
Body. The invention according to claim 174-3 is an earthquake sensing device.
A fixed device equipped with a swing amplitude device or a seismic
Earthquake sensor in a fixed device equipped with a sensor amplitude device
Sensor for swinging (rolling / sliding) weight of amplitude device
-On the seismic isolation plate, move toward the center (normal position)
The center of the sensor seismic isolation plate with a concave shape
Toward the position), make a spiral peak or valley (groove)
Form a spiral mountain or valley, and the spiral mountain or valley
Have a return slope towards the center (normal position)
By providing a return route (road)
Delays the return of the sir amplitude device's weight (ball) to the center
Equipped with an earthquake sensor amplitude device
Equipped with fixed device or damper seismic sensor amplitude device
Mold fixing device and seismic isolation structure by it. 8.6. The shape of the fixing pin insertion part and the shape of the fixing pin
Make a concave shape such as a mortar around the stop point.
The uneven shape is applied over a wider range. Claim 195
Is an invention relating to the shape of the insertion portion of the fixing pin of the fixing device.
And the invention of the fixing device thereby,
Is an invention of a seismic isolation structure. Claim 196
Claims-Claim 203, the fixing pin or the insertion part of the fixing device
The invention relates to the shape of the
It is an invention and an invention of a seismic isolation structure thereby. 8.7. Central dent-shaped wind sway control device for seismic isolation plates
The invention described in claims 204 to 210 is a patent
Seismic isolation restoration of 1844024 and patent 2575283
Equipment (gravity restoration type seismic isolation device, sliding bearing), seismic isolation device (isolated
3. Seismic devices and sliding bearings) Double (or two
(More than heavy) seismic isolation plate
In order to suppress pressure or to obtain pressure resistance performance.
The center part of the seismic isolation plate is
Or in the form of rollers or rollers
By having a seismic isolation plate formed in a concave shape
Seismic isolation devices and sliding bearings (hereinafter referred to as "bite bearings")
So that wind sway is suppressed and pressure resistance performance is obtained.
Or if you use it
It is a seismic isolation structure. 8.7.1. A device for suppressing wind sway etc. in the form of a hollow at the center of the seismic isolation plate.
Isolation plate with sliding surface with sliding surface and sliding it
For seismic isolation devices and sliding bearings with sliding parts that roll or roll
Or down-facing flat or concave sliding surface
Upper or lower seismic isolation plate with a flat or concave
Upper seismic isolation plate consisting of a lower seismic isolation plate with a sliding surface
Intermediate slide or roller bow between the
Intermediate sliding part or roller with bearing (bearing)
In the seismic isolation device / sliding bearing where the ball was sandwiched,
Or, the upper surface between the upper and lower seismic isolation plates
One or more intermediate parts with a sliding surface on both sides
The seismic isolation plate is also sandwiched, and the middle slip between the overlapping seismic isolation plates
Part or middle with roller ball (bearing)
Slides or roller balls (above, "intermediate slides
Etc.) are inserted into the seismic isolation device and sliding bearing
And the center of the sliding surface of the seismic isolation plate (the middle sliding part
Center of the sliding surface of one or both sides of the seismic isolation plate)
Entering sliding section, intermediate sliding section, ball or roller
It has a seismic isolation plate formed in a concave shape
Seismic isolation device characterized by being constituted by
It is a sliding bearing and its seismic isolation structure. Claim 2
The invention described in Item 05 is the seismic isolation device according to Item 204.
In the sliding bearing, the center of the sliding surface of the seismic isolation plate
Sliding part, middle sliding part, boad that slides on the sliding surface of the seismic isolation plate
Against the sway of the wind etc.
The relevant slide, intermediate slide, ball, or low
Be formed in a concave shape with the curvature of
Seismic isolation device / slip, characterized by comprising
It is a bearing and a seismic isolation structure by it. Claim 206
The invention described in the item (2) is the seismic isolation device / slip according to the item (204).
In the bearing, the center of the sliding surface of the seismic isolation plate is
A sliding part that slides on the sliding surface of the dish, an intermediate sliding part, a ball,
Or, against the roller, against the sway of the wind
, The relevant sliding part, intermediate sliding part, ball or roller
Seismic isolation device formed in a concave shape with a curvature shape of
・ Use a sliding bearing to counter the sway of the wind
A seismic isolation structure characterized by being constituted. 8.7.2. Rolling / sliding bearing in consideration of pressure resistance performance The invention according to claim 207 is the invention according to claim 204.
For seismic devices and sliding bearings, the central part of the sliding surface of the seismic isolation plate
However, the sliding part that slides on the sliding surface of the seismic isolation plate,
Pressure resistance performance for parts, balls or rollers
The slide, the intermediate slide, the ball, or
Formed in a concave (recessed) shape with the curvature of the roller
Seismic isolation device characterized by being constituted by
It is a sliding bearing and its seismic isolation structure. Claim 2
The invention described in Item 08 is the seismic isolation device according to Item 204.
In the sliding bearing, the center of the sliding surface of the seismic isolation plate
Sliding part, middle sliding part, boad that slides on the sliding surface of the seismic isolation plate
Pressure resistance against the roller or roller, and
In order to counter the sway of wind, etc.,
Recessed in the radius of curvature of the bevel, ball, or roller.
That is formed by being formed in the shape
Characteristic seismic isolation device, sliding bearing, and seismic isolation structure
It is a structure. The invention of claim 209 is the invention of claim 20
In the seismic isolation device and sliding bearing described in item 4, sliding of the seismic isolation plate
The center of the surface slides on the sliding surface of the seismic isolation plate.
Parts, intermediate slides, balls or rollers
In order to obtain pressure performance, the sliding section, intermediate sliding section,
Or concave shape due to the curvature of the roller or roller
The use of seismic isolation devices and sliding bearings formed in
Characterized by being configured to resist shaking
It is a seismic isolation structure. 8.7.3. Combined use with a fixing device The invention described in claim 210 is claim 204, claim
205, Claim 207, or Claim 208
Combined use of the seismic isolation device and sliding bearing described in item 1 and the fixing device
By doing so, it is configured to counter the swaying of wind etc.
It is a seismic isolation structure characterized by becoming. 8.8. Combined use of a mortar on the bottom spherical surface and other peripheral parts
8.8.1. Mortar on bottom spherical surface and other peripheral parts
Gravity restoration type (single seismic isolation plate or double (or double or more)
)) Seismic isolation plate) Recessed sliding surface of seismic isolation plate for seismic isolation device and sliding bearing
As for the part, the residual displacement after the earthquake is small,
It is desirable to use a mortar that does not cause resonance.
No. However, considering the wind resistance, a mortar-shaped gradient
Need to be strong, in which case for a small earthquake,
It is difficult to isolate the base, and even during a large earthquake, the sharp bottom of the mortar,
Seismic isolation with large vibration and shock due to vertical motion during seismic isolation
Is difficult to obtain. Therefore, by making the bottom of the mortar spherical,
And seismic isolation is possible for small earthquakes.
Also, the sharpness of the bottom of the mortar is eliminated, making for a smooth seismic isolation
Gives comfort. Claim 211 is the seismic isolation device
・ This is the invention of the sliding bearing and the seismic isolation structure.
Claim 212 is the invention of the preceding claim, wherein the mortar
The spherical radius at the bottom is near the radius that resonates with the earthquake cycle.
Seismic isolation device / slip bearing, characterized by being constituted
It is also an invention of a seismic isolation structure. Its meaning
However, the radius of the sphere at the bottom of the mortar resonates with the earthquake cycle.
By reducing the acceleration at which seismic isolation starts,
It becomes possible. In this way, the acceleration of the first slide is reduced.
And resonance can be suppressed by a mortar
become. 8.8.2. However, the bottom of the mortar is made spherical so that it is small.
Swaying with the wind (however, the amplitude above the spherical part on the bottom is suppressed
Is). Therefore, anti-sway for micro vibration within the spherical part on the bottom
For this purpose, a fixing device, in particular 8.2. Wind-operated fixed
Equipment (locked during normal times and unlocked during an earthquake)
The center of gravity of the seismically isolated structure or its
Use together in the vicinity. Claim 213 of the seismic isolation structure
It is an invention. 8.9. Double (or more than double) seismic isolation plates
Wind sway fixed by seismic isolation device and sliding bearing (1) Double seismic isolation plate seismic isolation device with concave seismic isolation plate and sliding support
Double (or more than double) seismic isolation plate seismic isolation device, sliding bearing
Use (see 4.) to provide wind sway fixing effect
You. Double (or more than double) seismic isolation plate seismic isolation device, sliding support
Bearing and intermediate sliding part (rolling intermediate sliding part or sliding intermediate
Sliding part) and is composed of double (or more than double)
Either of seismic isolation plate seismic isolation device and sliding bearing
Is configured to have a concave seismic isolation plate (or
Above) Intermediate sliding in seismic isolation plate seismic isolation device and sliding bearing
When the part is at the bottom of the concave seismic isolation plate,
), Both upper and lower seismic isolation plates
Touch (if they do not touch each other due to the middle slide,
So that friction is generated
And deal with wind sway, etc. Earthquake with seismic force over a certain level
Etc., and the middle sliding part is the bottom of the concave seismic isolation plate
When it is shifted, the upper seismic isolation plate rises and the upper and lower seismic isolation
The dish will not touch and no friction will occur. Claim 21
Claim 4 and claim 215 are based on the seismic isolation device, sliding bearing,
This is the invention of the seismic isolation structure by using it. (2) Double seismic isolation plate with seismic isolation plate between flat sliding surfaces
Seismic isolation device / sliding bearing Double (or double) with seismic isolation plates between flat sliding surfaces
Above) In the seismic isolation plate seismic isolation device and sliding bearing, double
One or more of the seismic isolation plates are concave and the other comes out
It is constructed by stretching and taking in the form. Claim
Item 216 describes the seismic isolation device, sliding bearing, and
This is the invention of a seismic isolation structure. 8.10. Combined use of manual fixing device (1) Combined use of manual fixing device
I want to extend the period, but shakes in strong winds. In this case
In addition, for structures with strong seismic isolation,
Fixing device for fixing a structure supporting a structure to be shaken
(Hereinafter referred to as "manual fixing device") one or more
High seismic isolation performance and strong wind
The shaking of time can be suppressed. It also guarantees safety in strong winds
Even if they are installed, depending on the seismic isolation
Spring constant of rubber etc., concave surface of mortar etc. for seismic isolation sliding bearing
Due to the gradient of the shape etc. and the friction of the sliding bearing surface etc.)
If a certain amount of shaking occurs in the wind,
Then, fix the operating part of the fixing device.
Locked by a locking member to lock, etc.
Structures that support the seismically isolated structures
Use one or more fixing devices or other fixing devices.
It is used together with a sizing device to prevent shaking. Claim 217
Is an invention of the seismic isolation structure. (2) Combination of automatic release and manual type fixing device For the above manual type fixing device, fixing of the fixing device after strong wind
Even if you forget to release the seismic isolation device,
It is an invention for moving. Manually fixing in strong wind
However, when using a fixing device that is automatically released during an earthquake,
To prevent shaking due to wind, etc. Claim 218 claims
It is an invention of a seismic isolation structure. Claim 221. The tool
It is an invention related to a physical device, and the seismic isolation structure thereby.
It is an invention of a structure. That is, Claim 97 or Claim
Item 98: Fixed device equipped with earthquake sensor (amplitude) device
In a strong wind, manually lock the operating part of the
With an earthquake sensor amplitude device during an earthquake.
With the force of the vibrating weight or the command from the seismic sensor,
It is configured so that the fixation by the lock member is released.
Automatic release fixing manual type fixing device, characterized in that:
It is also an invention of a seismic isolation structure. 8.11. Dealing with residual displacement after earthquake 8.11.1. Correction of residual displacement of slip type seismic isolation device
there were. Liquid lubricant is applied to the sliding surface of the seismic isolation plate
And the outside of the seismic isolation plate,
It has a hole for lubrication, and after an earthquake, volatile liquid lubrication
The agent is poured from the hole to correct the residual displacement after the earthquake.
make it easier. Claim 194 is the seismic isolation device / sliding support.
This is the invention of the seismic isolation structure. 8.11.2. Gravity restoration type seismic isolation device, seismic isolation plate with sliding bearing
Shape of 8.1.2.2.2. And 8.1.2.2.3. Automatic recovery
Original type, 8.1.2.3. Automatic control type, 8.2. Wind actuation
In each case, the gravity-restoring seismic isolation device
As the concave sliding surface of the base isolation plate of the sliding bearing,
It is desirable that the mortar has a small retaining displacement. 8.12. Combination of fixing device, etc. to prevent wind sway (1) Fixing device at center of gravity and sliding bearing at peripheral
(And) Combined use with bite bearings Fixing device at or near the center of gravity of the seismically isolated structure
Sliding in at least one location and around the seismically isolated structure
207. A friction generating device such as a bearing or / and 204.
The seismic isolation device and sliding bearing (bite-in bearing) described above will be placed.
Claim 222 is the invention of the seismic isolation structure. (2) Earthquake-operated fixing device at the center of gravity and wind-operated type around the center
Combination with fixing device 8.1. At or near the center of gravity of the structure to be seismically isolated of
Earthquake-operated fixing device (exempt only for a certain level of seismic force)
A structure supporting the structure to be shaken and a structure to be isolated
A fixing device to release the fixation)
8.2. Wind-operated fixing device
(Only when the wind pressure exceeds a certain level,
A fixing device for fixing a structure supporting a structure to be shaken
At least one place. Claim 223 is
This is the invention of the seismic isolation structure. (3) Earthquake-operated fixing device at the center of gravity and wind operation at the periphery
Between the mold fixing device and the sliding bearing or (and) the bite bearing
Combination 8.1. At or near the center of gravity of the seismically isolated structure of
Earthquake-operated fixing device (exempt only for a certain level of seismic force)
A structure supporting the structure to be shaken and a structure to be isolated
A fixing device to release the fixation)
8.2. Wind-operated fixing device
(Only when the wind pressure exceeds a certain level,
A fixing device for fixing a structure supporting a structure to be shaken
At least one place and a friction generating device such as a sliding bearing
204. The seismic isolation device / slip bearing according to claim 204.
(Bug support). Claim 224 claims that
It is an invention of a seismic isolation structure. (4) A fixing device at the center of gravity and a manual fixing device at the periphery
Attach a fixing device at or near the center of gravity of the structure to be isolated.
At least one location and the periphery of the seismically isolated structure
0. Manual fixing device (structure that is manually seismically isolated in strong winds)
Fixed to the body and the structure supporting the seismically isolated structure
At least one place. Claim 225
Is an invention of the seismic isolation structure. (5) Automatic release fixed manual type fixing device and automatic release automatic restoration
Combination with mold fixing device Regarding (4), 8.10. (2) Automatic release fixed manual type
If a fixing device is used, the automatic release fixing
160. The structure to be seismically isolated according to claim 159.
Fixing device installed at or near the center of gravity of 8.1.
Earthquake actuated fixing device, 8.2. Wind-operated fixing device)
In all cases, the sensitivity of the release of the fixing device is high
Manual type fixing device, that is, manual type that is easily released in the event of an earthquake
It is noted that it is constructed by installing a fixing device.
This is a seismic isolation structure. By that, at the time of earthquake
The release of the manual fixing device around this area is
Torsional movements caused by delays to head-mounted fixing devices
Problem is solved. Claim 226 is the seismic isolation structure
The invention of the body. (6) Combination of fixing device and rotation / twist prevention device Fixing device, 10.1. And rotation prevention device.
A structure supporting the structure to be shaken and a structure to be isolated
Characterized by being provided between
It is a seismic isolation structure. Claim 245 is the seismic isolation structure
The invention of the body. (7) Arrangement of multiple non-interlocking fixing devices and rotation / torsion
Combined use with preventive device Not linked type (The linked type also increases stability, so of course
(Possible) multiple arrangements of fixing devices and 10.1. Rotation of
Simultaneous use of torsion prevention device and fixing device at the time of earthquake
Anxiety due to seismic isolation in the case of an earthquake-actuated fixing device that does not release
The rotation and torsion prevention device resolves the
Increase safety of restraint. Fixing device does not fix simultaneously in wind
In the case of a wind-operated fixing device,
Of rotation and other instability due to rotation
(See 10.3.1. (2) (3)). Claim 2
Item 48 and Item 248-2 are based on the description of the seismic isolation structure.
It is clear. As mentioned above, various unions of (1) to (7)
Naturally, it is also conceivable to use a combination. 8.13. Seismic isolation lock for wind (Seismic isolation lock for steady strong wind areas)
8.13.1. Seismic isolation lock 1 for wind (for steady strong wind areas)
The invention according to claim 226-2 is based on claim 131.
143. The earthquake sensor of any one of claims 136.
In a fixed device equipped with a width device, the weight
In the exit / exit route (in the attached room),
The outlet / outlet path is
At the exit where the air is sucked in
Characterized in that it is configured to block the road
Fixed device equipped with an earthquake sensor amplitude device
It is called a fixed device equipped with a built-in valve type earthquake sensor amplitude device.
U), and the invention of the seismic isolation structure. 8.13.2. Seismic isolation lock 2 for wind (for steady strong wind areas)
The invention described in claim 226-3 is the invention described in claim 226-2.
Weight suction type valve type earthquake sensor with amplitude device described
7. Fixing device and bite bearing (ball type, roller type, 8.
7. See also)
It is a seismic isolation structure. 8.13.3. Seismic isolation lock 3 for wind (for steady strong wind areas)
The invention according to claim 226-4 is based on claim 125.
Claim 135 or any one of claims 137
In the fixed device equipped with the described earthquake sensor amplitude device,
Lock valve (including lock valve pipe, slide lock valve, etc.)
To the direction in which the valve comes out (opens),
The valve comes out (opens) when it receives pressure from the
When the wind is strong, the pressure from the piston
Work in the direction of pushing the weight that acts as an earthquake sensor indirectly
Earthquake sensor amplitude device characterized in that:
It is an equipment-type fixing device and a seismic isolation structure. 8.14. Pile breakage prevention method Base structure of superstructure (seismically isolated structure, ground structure) and pile
Cut the edge with the foundation, and a certain level of seismic force between the two
With a pin that breaks or breaks. Claim 19
Item 3 is the invention of the seismic isolation structure. 9. Support for buffer / displacement suppression and pressure resistance improvement 9.1. Bearing with cushioning material Rubber or other elastic material or cushioning material can be used for seismic isolation devices such as seismic isolation plates.
Greater than expected earthquake displacement amplitude around or around the bearing
At the time, the sliding part, intermediate sliding part, etc.
It is handled by colliding with the material or cushioning material. Claim 227
Is the seismic isolation device and sliding bearing, and the seismic isolation structure
The invention of the body. 9.2. Claim 228: An elastic / plastic material-bearing bearing
Consists of a sliding part, intermediate sliding part, ball or roller
The seismic isolation plate of the seismic isolation device
For sliding parts, intermediate sliding parts, balls or rollers
Improvement of pressure resistance performance and suppression of response displacement during an earthquake
Invention of seismic isolation device, sliding bearing, and seismic isolation structure
It is. Seismic isolation plate and sliding part sliding on the surface of the seismic isolation plate, middle
Consists of sliding parts, balls or rollers
For seismic isolation devices and sliding bearings, elastic
Lay or attach plastic material (including elasto-plastic material, the same applies hereinafter)
The above purpose is achieved by being constituted by
To achieve. (1) Improving pressure resistance a) Basic form Item 229 is a slippery plate that slides on the seismic isolation plate and its surface.
Consists of a sliding part, intermediate sliding part, ball or roller
The seismic isolation plate of the seismic isolation device
For sliding parts, intermediate sliding parts, balls or rollers
Seismic isolation devices and sliding bearings with improved pressure resistance
Is an invention of a seismic isolation structure. Seismic isolation plate and its surface
The sliding part, intermediate sliding part, ball or roller
In the seismic isolation device and sliding bearing composed of
Lay or attach an elastic or plastic material on the base plate
Is configured to support the withstand voltage
The above object is achieved more. b) Support for laying elastic / plastic material with ball biting hole.
Parts, intermediate sliding parts, balls or rollers except during earthquake
Elastic at the normal position (center)
Drill holes in the material or plastic material. This is especially true for elastic materials.
This is a configuration method for reducing loads such as fatigue (fatigue). (2) Displacement suppression a) Basic form Claim 230 is an exemption for suppressing response displacement during an earthquake.
Invention of seismic device and sliding bearing, and seismic isolation structure
It is an invention of a structure. Sliding plate and sliding plate
Consists of a sliding part, intermediate sliding part, ball or roller
The seismic isolation plate of the seismic isolation device
Laying or adhering elastic or plastic material to
Are configured to respond to the response displacement during an earthquake.
This achieves the above object. b) An elastic / plastic laying support laid over a certain displacement.
The elastic or plastic material to be laid or adhered to the
It is spread over a certain range from the center of the sliding surface of
In this way, seismic isolation devices and sliding bearings
It is an invention and an invention of a seismic isolation structure thereby. c) Mortar-shaped elastic / plastic material spread. Item 232 is a seismic isolation device designed to suppress the displacement of the earthquake amplitude.
The invention of the mounting and sliding bearing, and the seismic isolation structure
Invention. Claims 230-231
Elastic or plastic to be laid or adhered to the seismic isolation plate
The material has a concave shape such as a mortar or a spherical surface.
Thus, the above-mentioned object is achieved.
In this case, the center of the sliding surface of
The mortar or the spherical surface starts after the specified range is exceeded). 9.3. Claim 233. A displacement restraint device for earthquake amplitude, and
Is an invention of a seismic isolation structure. Touch and slide
The displacement amplitude of the earthquake is suppressed by friction between
A structure where one of the riding members is seismically isolated,
Is installed on the structure that supports the seismically isolated structure.
Achieves the above object by being constituted by
Things. 9.4. Collision impact absorbing device Claims 234 to 238 indicate the collision impact at the time of seismic isolation.
It is an invention of an absorption device and a seismic isolation structure using the same. One
In short, this shock-absorbing device has an unexpected displacement amplitude
Seismically isolated structure and seismic isolation
When the structure that supports the structure collides with the retaining structure, etc.
Structure that is seismically isolated and seismically isolated
Position of the stopper, etc., at which the structure supporting the structure collides
It is an invention provided to alleviate the collision,
It is possible to reduce the area of the seismic isolation plate. (1) Low restitution coefficient type Item 234 is a seismically isolated structure and a seismically isolated structure.
Low restitution coefficient at the position where the structure that supports the structure collides
Achieved the above object by providing cushioning or elastic material
Is what you do. (2) Buckling deformation type Item 235 is a structure to be seismically isolated and a structure to be seismically isolated.
When a collision occurs with the structure supporting the structure,
Provide an elastic material with a slenderness ratio or more at which the conductive material buckles,
It is configured to absorb the impact of a collision by buckling of the material.
This achieves the above-mentioned object. (3) Plastic deformation type Item 236 is a seismically isolated structure and a seismically isolated structure.
At the position where the structure supporting the structure collides,
By providing a shock-absorbing material or plastic material that deforms
To achieve the goal. (4) Rigid member sandwich type Item 237 is a structure to be seismically isolated and a structure to be seismically isolated.
First, at the position where the structure that supports the structure
Provide a rigid member with an area larger than the area
To receive the impact force and spread the impact force, at least the diffusion
Provide cushioning material or elastic material or plastic material with
The above purpose is achieved by absorbing the impact force.
is there. 238. The structure to be seismically isolated and the seismically isolated structure
At the position where the structure that supports the structure
And a rigid member with an area larger than the collision area
To receive the impact force and spread the impact force.
Cushioning material, elastic material or plastic material with a diffused area
Collision impact, which is provided and configured to absorb the impact force
In the absorber, for the mass M of the seismically isolated structure
Assuming that one collision impact absorber is installed,
The velocity is V kine, and the motion energy at the time of contact is
Energy equal to the elastic energy of the shock absorber
Toki, cushioning material, elastic material and plasticity of impact shock absorber
Assuming that the spring constant of the material is K and the deflection length is δ, approximately 1/2 ・ MV ・ 2 = １ ／ ・ K ・ δ ＾ 2 K = MV ・ 2 / (δ ＾ 2) …… (1) Seismic isolation when n impact shock absorbers are installed
The acceleration A ′ received by the structure to be subjected is approximately: A ′ = V ＾ 2 / δ / n.
Determine the number n of the shock absorbers and the deflection length δ, and furthermore,
According to the formula (1), the cushioning material or elastic material
Is determined by determining the spring constant K of the plastic material
The purpose is achieved. 9.5. Two-stage seismic isolation (sliding / rolling seismic isolation + rubber, etc.)
In the case of slip / roll type seismic isolation, the tolerance of seismic isolation plates during an earthquake
What to do if the displacement is exceeded is desired. 9.5.1. Configuration Claim 239 is a slip-type seismic isolation or rolling
When the allowable displacement of the seismic isolation plate exceeds the allowable displacement
Method, a sliding type seismic isolation or rolling type seismic isolation
If the displacement is exceeded, elastic material such as rubber, damping material,
Seismic isolation device characterized by seismic isolation and attenuation by materials
It is also an invention of a seismic isolation structure. 9.5.2. Equation of motion (for symbols, see 5.1.
3.1. Claim 240) Claim 240 is the following equation of motion
Example 5.1.3.1. Structural analysis)
It consists of a seismic isolation plate with a sliding surface designed
Seismic isolation device, sliding bearing, and seismic isolation structure
You. "Slipping / rolling seismic isolation + seismic isolation / reduction by rubber etc.
Equation of motion in the case of "decay" is considered in the case of one mass point
Then, up to the constant displacement (XG), d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (x) + μ · sign (dx / dt)｝
= −d (dz / dt) / dt When the displacement (XG) is exceeded (K and C are
(Constant and viscous damping coefficient) d (dx / dt) / dt + K / m · (x−XG · sig
n (x)) + C / m · dx / dt + (cos θ) ＾ 2 · g ｛tan θ · sign (x) +
μ · sign (dx / dt)｝ = − d (dz / dt) d
t 9.6. Two-stage seismic isolation (sliding / rolling seismic isolation + friction change
・ Gradient change type seismic isolation / damping) In the case of slip / roll type seismic isolation, the tolerance of seismic isolation plates during an earthquake
What to do if the displacement is exceeded is desired. 9.6.1. Structure Claim 241 is a sliding seismic isolation or rolling
When the allowable displacement of the seismic isolation plate exceeds the allowable displacement
Method, a sliding type seismic isolation or rolling type seismic isolation
When the displacement is exceeded, the friction on the sliding surface of the seismic isolation plate increases.
Increase, increase the slope, or increase the friction.
Also, it is important to increase the gradient or seismic isolation / damping.
The invention of the seismic isolation device and the seismic isolation structure
is there. 9.6.2. Equation of motion (for symbols, see 5.1.
3.1. Claim 242) Claim 242 is based on the following equation of motion.
Example 5.1.3.1. Structural analysis)
It consists of a seismic isolation plate with a sliding surface designed
Seismic isolation device, sliding bearing, and seismic isolation structure
You. 1) "Sliding / rolling seismic isolation + friction change type seismic isolation / reduction
Equation of motion in the case of "decay" is considered in the case of one mass point
Then, up to the constant displacement (XG), d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (x) + μ · sign (dx / dt)｝
= −d (dz / dt) / dt When the displacement (XG) is exceeded (μ ′ is the displacement (XG)
D (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (x) + μ ′ · sign (dx / d
t)｝ =-d (dz / dt) / dt 2) “Slip / rolling type seismic isolation + gradient change type seismic isolation / damping”
The equation of motion in the case of one mass point
And to a certain displacement (XG), d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (x) + μ · sign (dx / dt)｝
= −d (dz / dt) / dt When the displacement (XG) is exceeded, (θ ′ becomes the displacement (XG)
D (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ ′ · sign (x) + μ · sign (dx / d
t)｝ =-d (dz / dt) / dt 3) "Slip / rolling type seismic isolation + friction change and gradient change type
Equation of motion in the case of seismic isolation / damping
In consideration of this, up to a certain displacement (XG), d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (x) + μ · sign (dx / dt)｝
= −d (dz / dt) / dt When the displacement (XG) is exceeded, d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ ′ · sign (x) + μ ′ · sign (dx / d
t)｝ = − d (dz / dt) / dt Rotation / torsion prevention device With one fixing device, the seismically isolated structure is fixed
I can't stop rotating around the device. Laminated rubber, etc.
Spring type restoring device, oil damper, etc.
If the center of gravity and rigid center are shifted by adopting the damping device,
At the time of seismic isolation, torsional vibration of the seismically isolated structure occurs. That time
Seismic isolation to prevent rolling and torsional vibration
Peripheries of structures and structures supporting the seismically isolated structures
The movement is suppressed by the rotation and twist prevention device arranged on the side
It is to insert. This anti-rotation device is seismically isolated.
Structure that supports the seismically isolated structure
To allow only translational movement in the horizontal direction
It does not happen. 10.1. Rotation / twist prevention device The rotation / twist prevention device is described in claims 243 and 244.
The present invention relates to a stopping device and a seismic isolation structure using the same
Invention. This anti-rotation / torsion device is seismically isolated
Installed between the structure and the structure supporting the seismically isolated structure
Supports seismically isolated structures and seismically isolated structures
Only translational movement in the horizontal direction is possible
It is a rotation and twist prevention device. Specifically, rotation and screw
The anti-slipping device comprises an upper slide member, a lower slide member,
Structure consisting of an intermediate slide member, seismically isolated structure and seismic isolation
Provided between the supporting structure and the upper structure
The lower slide member is attached to the structure where the slide member is seismically isolated.
Is installed on the structure supporting the seismically isolated structure, and
The slide part where the middle part slide member enters and slides
The materials must be at least one of the other guides (up and down
Slide along the guide slide member / part)
As a result, the upper slide member is opposed to the intermediate slide member.
And only the parallel movement is allowed.
Make sure that only parallel movement is allowed for the intermediate slide member.
Therefore, when there are a plurality of intermediate portion slide members,
Intermediate slide members allow only parallel movement with each other
In addition, these slide members can be further
Intermediate slide member so that the translation direction changes every time
When the number of layers is one, the middle section
When ride members have multiple layers, the total intersection angle is 180 degrees
To be seismically isolated by stacking
The structure is exposed to water against the structure supporting the seismically isolated structure.
Rotation / torsion prevention device that allows only translational movement in the horizontal direction
It is a place. The upper slide member is for the upper (side) seismic isolation plate.
In some cases, the lower slide member is also a place for the lower (side) seismic isolation plate.
In some cases, the slide member in the middle is also a vertical guide slide.
In the case of members, place the intermediate seismic isolation plate and
In the case of an intermediate seismic isolation plate with upper and lower guide slides
There is also. In addition, the upper slide member and the lower slide member
To make the slide part longer than the middle part slide member
There is also a type in which the rotation / torsion prevention resistance is increased. this
The mold is particularly effective in a three-layer configuration. 10.1.1. Guide type The guide type according to the invention described in claim 244-1 provides a guide type.
Item 244. The rotation / twist prevention device according to Item 244, wherein
Ride member, lower slide member, middle slide member
(If there are multiple intermediate slide members,
Between the guide members and the guide members.
It is a type to provide a part. Guide type is outside guide type and inside
The guide part is divided into a guide type and the guide
It is divided into an id part and an inner guide part. Claim 244-1.
Is a device for preventing rotation and torsion according to claim 244.
Between the upper slide member and the middle slide member.
In addition, between the intermediate slide member and the lower slide member,
If there are a plurality of intermediate slide members,
Slide to either one of the slide members
Direction, and the other part along the guide part.
Characterized by being rotated by
The invention of the twist prevention device and the seismic isolation structure thereby.
You. 10.1.1.1. Rotation and twist prevention device 1 (outer guide
(Type) A rotation and a screw according to claim 244 are described in claim 244-2.
The upper slide member and the intermediate slide
Slide member, and intermediate slide member and lower slide
When there are multiple layers with the member and the intermediate slide member
Of the intermediate slide member
Guide section in the sliding direction on opposite sides
To the other parallel side (to each other)
(A part along the id part)
Rotation / twist prevention device characterized by that
It is an invention of a seismic isolation structure. 10.1.2.1.2. Rotation / torsion prevention device 2 (inner guide
(Type) (1) General Claims 244-3 are described in claims 244 through 24.
4-2. The rotation and torsion prevention device according to item 4-2, wherein
The guide member, the intermediate slide member, and the intermediate slide member
Lower slide member (when there are multiple layers of intermediate slide members)
Between the intermediate slide members).
A groove in the direction to slide in the direction of
(Inner guide part)
Anti-rotation and twisting device characterized by seismic isolation
It is an invention of a structure. The length of the convex part and the gap between it and the groove
Determines the ability to prevent rotation and torsion. 10.1.1.
1. Outer guide type, 10.1.1.2. Both the inner guide type,
Overlay with pull-out prevention (upper and lower connecting slide members / parts)
The seismic isolation plate prevents the sliding members from lifting up
The effect of preventing rotation and torsion is great. (2) Intermediate sliding portion holding and sliding support type The claim 244-3-2 is the same as the claim 244-3.
Sliding bearing for intermediate sliding part in rotation and torsion prevention device
The upper slide member and the middle slide part
Material, intermediate slide member and lower slide member (middle slide
If there are multiple ride members, the middle slide member
Between each other), as an intermediate sliding part,
Characterized by rolling elements such as rollers and balls
Anti-rotation and twisting device, and a sliding bearing with an intermediate sliding part,
It is also an invention of a seismic isolation structure. (3) Restoration type sliding bearing combined type The claim 244-3-3 is the same as the claim 244-3.
Restoration type sliding bearing combined use type in rotation and torsion prevention device
So the upper slide member and the middle slide member, the middle part
Slide member and lower slide member (intermediate slide member)
When there are multiple layers, the intermediate part slide members)
In between, as an intermediate slide, a slide or roller
Rolling elements such as
Part slide member, middle part slide member and lower part slide part
Sliding / rolling surface of either side of the material (intermediate sliding part)
And both sliding / rolling surfaces, V-shaped valley surface or
Rotation characterized by concave shape such as cylindrical valley surface
Anti-twist device, restorable slide bearing, and exemption
It is an invention of a seismic structure. (4) Also used as pull-out prevention device Claim 244-3-4 is a contract from claim 244-3.
A rotation / twist prevention device according to claim 244-3-3.
Type that also serves as a pull-out prevention device, and that enters the groove
Hooks that fit into the groove and cannot be pulled out vertically
Be sure to have a form that has
Rotation and twist prevention device, and pull-out prevention device
The invention of the mounting / sliding bearing and the seismic isolation structure
You. 10.1.2. 244. The roller type is a device for preventing rotation and twisting according to claim 244.
The upper slide member, lower slide member, middle
Intermediate slide member (when there are multiple layers of intermediate slide members)
In the case, the slide members of the middle slide member)
In the case where the rollers are sandwiched between the rollers,
Deviation due to slip on the roller rolling surface of
Degree), groove type (weak suppression ability), gear
There is a type (strong suppression ability). If that doesn't happen,
This can be suppressed. 10.1.2.1. The rotation / twist prevention device 3 (groove type).
In the rotation / twist prevention device according to the item 4-3-4,
Slide member, lower slide member, middle slide member
(If there are multiple layers of intermediate section slide members,
Roller between the slide members
Between the roller and the roller rolling surface of the slide member
With a groove in one of them and a convex part in the other
Rotation and twisting characterized by being constituted by
Anti-slip device and also sliding bearings and thus seismic isolation structures
Invention. 10.1.2.2.2. The rotation and torsion prevention device 4 (gear type).
The rotation and torsion prevention device according to item 4-4, wherein the upper
Guide member, lower slide member, middle slide member (medium
If there are multiple layers of intermediate slide members,
Roller between the sliding members
Between the roller and the roller rolling surface of the slide member.
One of which has a rack and the other has a gear that meshes with the rack
Characterized by being provided by providing
Rolling and twisting prevention device, sliding bearing, and seismic isolation
It is an invention of a structure. Specifically, the row of the slide member
Rack on the roller rolling surface and the rack around the rollers.
It is constituted by providing teeth (gears) that mesh with
Rotation / twist prevention device characterized by that
It is an invention of a seismic isolation structure. 10.1.2.1. Groove type, 1
0.1.2.2. Pull out prevention for both gear types (upper and lower
Multi-layer seismic isolation plate with ride members and parts)
Prevents the slide member from rising from the roller rolling surface
The effect of preventing rotation and torsion is great. 10.2. Rotation suppression 10.2.1. Item 245 is the rotation / torsion described above (described in 10.1).
The seismic isolation structure whose rotation was suppressed by the anti-shrink device
It is an invention. A fixing device, and claims 243 to 2
The seismic isolation of the rotation / torsion prevention device described in the paragraph 44-5
Between the supporting structure and the structure supporting the seismically isolated structure
Provide. As a result, even if only one fixing device is used,
Then, the seismically isolated structure rotates around its fixing device.
Can be prevented. 10.2.2. Rotation suppression capability calculation formula Claims 246 to 246-3 are based on claim 24.
Seismic isolation as a fixing device and a rotation / twist prevention device as described in item 5.
In the structure, the part based on the following rotation suppression capability calculation
It is an invention related to a device for preventing rotation and torsion by a material cross section,
It is also an invention of a seismic isolation structure. Claim 246
The invention set forth in claim 243 is a method according to any one of claims 243 to 244-3-4.
The rotation and torsion prevention device according to any one of the above items.
The rotation and torsion prevention device consists of an upper slide member and a lower slide.
Slide member and middle slide member.
The lower slide member on the side of the structure where the
Provided on the side of the structure that supports the structure to be shaken,
The intermediate slide member enters, and the upper slide member
Long side direction in relation to slide member and lower slide member
Or slide only the bottom side, allowing only parallel movement in the short side direction
The member is connected between the intermediate slide member and the upper slide member.
Only allow parallel movement in the long side direction or short side direction.
Therefore, the seismically isolated structure is
Of the long side and short side of the structure supporting
Only the movement is allowed, and the dimensions of each part are set at this time.
4-2. Rotation / twist prevention device 1 (outer guide type, 1
0.1.1.1. ), The width of the one of the slide members to be inserted into the inside: t The length of each slide member (the engagement of the slide portions with each other)
Height: l When the allowable rotation angle is reached, the upper slide member and the middle
Length of the guide member (the slide portions engage each other): l
1 When the allowable rotation angle is reached, the lower slide
Length of the guide member (the slide portions engage each other): l
2 Clearance (one side): d (the same applies hereinafter), intermediate slide member (up and down guide slide member)
Cantilever of length h, width b and thickness t
Where h is the protruding length of the guide.
B is an intermediate slide member (up and down guide slide member)
Of the upper guide slide member or lower part
The guide slide member (intermediate slide member) rotates
Of the intermediate slide member (up and down guide slide member)
244-3. A width of a portion contacting the guide portion.
The circuit according to any one of claims to 244-3-4.
Rolling / twisting prevention device 2 (inner guide type, 10.1.1.2.
), Width of the inner guide portion: t width of the groove into which the inner guide portion is inserted: (t + 2d) length where the inner guide portion and the groove into which the inner guide portion is inserted are engaged
Height: l When the allowable rotation angle is reached, the upper slide member and the middle
Length of the guide member (the slide portions engage each other): l
1 When the allowable rotation angle is reached, the lower slide
Length of the guide member (the slide portions engage each other): l
2, the middle slide member (up and down guide slide member)
Cantilever of length h, width b and thickness t
Where h is the protruding length of the guide.
B is an intermediate slide member (up and down guide slide member)
Of the upper guide slide member or lower part
The guide slide member (intermediate slide member) rotates
Each groove is in the middle slide member (vertical guide
Ride member) is the width of the portion that comes into contact with the inner guide portion,
At this time, the wind pressure F is biased to the pressure receiving surface of the structure to be isolated.
To rotate around the fixing device
When the event M occurs, it is seismically isolated by these F and M
The structure rotates by the allowable rotation angle φ, but reaches the rotation angle φ.
The rotation and torsion prevention device is activated at the point
At this time, the wind pressure F and the rotational moment M
As a result, a horizontal force F 'and a rotational moment M' are generated in each device.
The horizontal force F 'and the rotational moment M' cantilever
The part that is deemed to be responsible for bending, shearing,
After calculating the section of the member from the examination of the deflection angle,
The size of the cross section t of the cut portion is given by t ≧ √ ｛6 ((M ′ / (l−4 · d · r · l / (l ＾ 2)
+ 2 · dr ·) + F ′ / 2) · h / (b · fb)｝ t ≧ 3/2 · (M ′ / (1−4 · dr · l / (l ＾ 2)
+ 2 · d · r) + F ′ / 2) / (b · fs) t ≧ ｛6 · (M ′ / (1−4 · d · r · l / (l ＾ 2 +
2 · d · r) F ′ / 2) · h {2 / (E · b · α)}
(1/3) where fb: short-term allowable bending stress of steel, fs: short of steel
Allowable shear stress, E: Young's modulus of steel α: Allowable of cantilever
Deflection angle, r: The distance from the fixed device to the rotation / torsion prevention device.
By determining the cross section of the device
Device for preventing rotation and torsion characterized by comprising:
It is a seismic isolation structure. The invention of claim 246-2.
The rotation / twist prevention device 3 according to claim 244-4.
(Groove type, see 10.1.2.1.)
The anti-slipping device comprises an upper slide member, a lower slide member,
Consists of an intermediate slide member and seismic isolation of the upper slide member
Structure where the lower slide member is seismically isolated
Provided on the side of the structure that supports the body, with an intermediate slide
The member enters, the upper slide member is the middle slide member
Between the long side and the short side depending on the relationship between
Only the horizontal translation is allowed, and the lower slide member is
In the relationship between the upper slide member and the upper slide member,
Is only allowed in the horizontal or short side direction
The seismically isolated structure supports the seismically isolated structure
Only parallel movement in the long and short sides of the structure is allowed
At this time, the dimensions of each part are determined by the guide on the roller rolling surface (or roller surface).
Part width: t of the groove provided on the roller (or roller rolling surface)
Width: (t + 2d) A straight line between the tip of the guide and the circle formed by the roller cross section
Cut the length of the string (or the circle formed by the guide)
The length of the chord cut by the straight line formed by the roller rolling surface): l, upper guide slide member, lower guide slide portion
Provided for each material and intermediate slide member (roller)
The guide part is regarded as a cantilever having a length h, a width l, and a thickness t.
Where h is the length of the protruding guide,
When the wind pressure F is biased on the pressure receiving surface of the
The rotational moment about the fixing device by using
When M occurs, the structure is isolated by F and M
The body rotates by the allowable rotation angle φ, but when it reaches the rotation angle φ
The rotation and torsion prevention device acts at the point to suppress further rotation.
At this time, by the wind pressure F and the rotational moment M
Each device has a horizontal force F 'and a rotational moment M'
This horizontal force F 'and rotational moment M' are regarded as a cantilever.
The bending, shearing, and bending
Calculate the cross section of the member from the examination of the angle and consider it as a cantilever.
The size of the cross-section t of the portion is given by t ≧ √ ｛6 ((M ′ / (2 · l) + F ′ / 4) · h
(L · fb)｝ t ≧ 3/2 · (M ′ / (2 · l) + F ′ / 4) / (l ·
fs) t ≧ [(M ′ / (2 · l) + F ′ / 4) / l + √
｛((M ′ / (2 · l) + F ′ / 4) / l) ＾ 2 + M ′
Fs / (β · l)}] / (2 · fs) t ≧ {6 · (M ′ / (2 · l) + F ′ / 4) · h} 2 /
(E · l · α)｝ ＾ (1/3) where fb: short-term allowable bending stress of steel, fs: short of steel
Allowable shear stress, E: Young's modulus of steel α: Allowable of cantilever
Deflection angle, β: Torsional shear determined by the ratio of the two sides of the rectangular cross section
The coefficient that gives the stress degree shall be equal to or greater than the maximum value of t given by each equation.
By determining the cross section of the device
Device for preventing rotation and torsion characterized by comprising:
It is a seismic isolation structure. The invention of claim 246-3.
The rotation / twist prevention device 4 according to claim 244-5.
(See gear type 10.1.2.2.2)
The twist prevention device consists of an upper slide member and a lower slide
Material, middle slide member, upper slide member
The lower slide member is isolated on the side of the structure to be isolated.
Provided on the side of the structure that supports the structure,
The upper slide member is the middle slide
Depending on the relationship between the member and the lower slide member,
Only parallel movement in the side direction is allowed, and the lower slide member is
Due to the relationship between the intermediate slide member and the upper slide member,
Only horizontal or short side translation is allowed
From, the seismically isolated structure supports the seismically isolated structure
Only parallel movement in the long side direction and short side direction
The dimensions of each part are allowed at this time, and the size of the gear on the roller rolling surface (or roller surface) is
Tooth width: b Latch provided on roller (or roller rolling surface)
The width of the tooth: b The pressure receiving surface of the structure where the wind pressure F is seismically isolated
Rotation around the fixing device
When a moment M is generated, the components F and M
Horizontal force F 'and rotational moment M'
The horizontal force F 'and the rotational moment M' are
The burden on the gears is to inspect the bending of the gear teeth and the tooth surface strength.
The section width of the gear and the rack are calculated as follows: b ≧ [F ′ / 8 + {(F ′ / 4)} 2 + 2 · M ′ · F
G｝ / 2] / FG b ≧ [F ′ / 8 + √ ｛(F ′ / 4) ＾ 2 + 2 · M ′ · H
G｝ / 2] / HG where FG = (fF · m · cosα) / (Y · Yε · Ks · K
A · Kv · Kβ) HG = (fH · dω · u) / ｛ZH · ZE · SH · (u
+1)｝ ZE = √ (0.35 · E1 · E2 / (E1 + E2)) ZH = 2 / √ (sin (2 · α)) fF: Allowable root stress of material fH: Material
Permissible limit of Hertz stress m: Rack and gear module dω: Rack
Gear meshing pitch circle diameter u: gear ratio α: meshing pressure angle Y: gear shape factor
Yε: Contact ratio coefficient Ks: Notch coefficient
KA: Coefficient of use KV: Coefficient of dynamic load Kβ: Coefficient of tooth contact E1, E2: Rack and gear
The modulus of longitudinal elasticity of the material SH: The maximum value of b given by each equation of safety factor
By determining the cross section of the device
Device for preventing rotation and torsion characterized by comprising:
It is a seismic isolation structure. 10.3. Suppression of torsional vibration 10.3.1. Suppression of torsional vibration (1) Combined use of spring-type restoring device, oil damper, etc. (Claim
Item 243 to item 244-5).
Of seismic isolation structure to prevent torsional vibration by installing
It is an invention to do. Spring type restoring device / oil for laminated rubber etc.
Using a damping device such as a damper, the center of gravity and
Of the anti-rotation / torsion prevention device
Between the structure to be isolated and the structure supporting the seismically isolated structure
To be provided. This enables torsional vibration correction. (2) Combined use with fixing device For seismic isolation structure with fixing device installed, 10.1. (Contract
Claim 243 to Claim 244-5).
Structures that are seismically isolated from torsion prevention devices and structures that are seismically isolated
Provided between the supporting structure. Seismic isolation
Around the fixing device until the
Twist can be suppressed. Claim 248 is the seismic isolation structure
Invention. In particular, the invention does not require the location of the fixing device.
Necessary when the center of gravity of the structure
In addition, the seismic isolation
You don't have to worry about being off center of gravity
This facilitates the layout design of the fixing device. (3) Combined use with multiple fixing devices Not interlocked type (Also, interlocked type can be used together because stability increases.
(Possible) multiple arrangements of fixing devices and 10.1. (Claim
Item 243 to item 244-5).
Simultaneous release of fixing device in case of earthquake by using together with prevention device
Instability due to seismic isolation in the case of non-seismic-actuated fixing devices
With a rotation / torsion prevention device to reduce wind sway during wind
Increase safety. In addition, the fixing device is
If there is no wind-operated fixing device, and if not all of them
Instability such as rotation caused by wind of the wind
(See 8.12 (7)). Claim 248-
Item 2 is the invention of the seismic isolation structure. 10.3.2. Formula for calculating torsional vibration suppression capability Claims 249 to 249-3 describe the following torsion:
Rotation and torsion by member cross section based on vibration suppression capability calculation
The present invention relates to an anti-vibration device and a seismic isolation structure using the invention
The invention of the body. The invention according to claim 249 is the invention according to claim 24.
The method according to any one of claims 3 to 244-3-4.
Rotation and torsion prevention device
Are the upper slide member, lower slide member,
Structure that consists of guide members and seismically isolates the upper slide member
On the body side, support the structure that is seismically isolated from the lower slide member.
On the side of the structure where the intermediate slide member fits.
The upper slide member is composed of an intermediate slide member and a lower slide member.
Relative to the ride member, parallel to the long side or short side
Only the movement is allowed, and the lower slide member is
In the long side direction or
Since only parallel movement in the short side direction is allowed,
The structure to be supported corresponds to the structure that supports the seismically isolated structure.
Only parallel movement in the long side direction and short side direction is allowed.
In this case, the size of each part is set to the rotation and rotation according to claim 244-2.
Torsion prevention device 1 (outer guide type, see 10.1.1.1.1.)
)), The width of the one of the slide members that is inserted inside: t The length of each slide member (the slide portions engage each other)
Height: l When the allowable rotation angle is reached, the upper slide member and the middle
Length of the guide member (the slide portions engage each other): l
1 When the allowable rotation angle is reached, the lower slide
Length of the guide member (the slide portions engage each other): l
2 Clearance (one side): d (the same applies hereinafter), intermediate slide member (up and down guide slide member)
Cantilever of length h, width b and thickness t
Where h is the protruding length of the guide.
B is an intermediate slide member (up and down guide slide member)
Upper guide slide member or lower guide
The id slide member (intermediate slide member) rotates,
Guy of the middle slide member (up and down guide slide member)
244-3. The width of the portion that comes into contact with the
The rotation according to any one of claims 244-3-4.
-Twist prevention device 2 (inner guide type, see 10.1.1.2.
), Width of the inner guide portion: t width of the groove into which the inner guide portion is inserted: (t + 2d) length where the inner guide portion and the groove into which the inner guide portion is inserted are engaged
Height: l When the allowable rotation angle is reached, the upper slide member and the middle
Length of the guide member (the slide portions engage each other): l
1 When the allowable rotation angle is reached, the lower slide
Length of the guide member (the slide portions engage each other): l
2, the middle slide member (up and down guide slide member)
Cantilever of length h, width b and thickness t
Where h is the protruding length of the guide.
B is an intermediate slide member (up and down guide slide member)
Upper guide slide member or lower guide
The id slide member (intermediate slide member) rotates,
Each groove is in the middle slide member (upper and lower guide slides).
The width of the part that contacts the inner guide part of the
At this time, the force F acting on the center of gravity causes
Assuming that a rolling moment M is generated, F and M
Causes the structure to be isolated to rotate by the permissible rotation angle φ
However, when the rotation angle φ is reached, the rotation and torsion prevention device operates.
To suppress any further rotation, which acts on the center of gravity
The horizontal force is applied to each device by the force F and the rotational moment M.
F 'and a rotational moment M'
F ', the portion where the rotational moment M' is regarded as a cantilever is negative
From the examination of bending, shearing and deflection angle
After calculating the member cross section, the cross section t of the portion regarded as a cantilever
The size of t ≧ （6 ((M ′ / (l−4 · d · r · l / (l ＾ 2
+ 2 · dr ·) + F ′ / 2) · h / (b · fb)｝ t ≧ 3/2 · (M ′ / (1−4 · dr · l / (l ＾ 2)
+ 2 · d · r) + F ′ / 2) / (b · fs) t ≧ ｛6 · (M ′ / (1−4 · d · r · l / (l ＾ 2 +
2 · d · r) + F ′ / 2) · h {2 / (E · b · α)}
＾ (1/3) where fb: short-term allowable bending stress of steel, fs: steel
Short-term allowable shear stress, E: Young's modulus of steel material α: Allowance of cantilever
The angle of deflection, r: The distance from the fixed device to the anti-rotation / torsion device.
By determining the cross section of the device
Anti-rotation and twisting device, and
It is a seismic isolation structure. The invention according to claim 249-2 is:
The rotation / twist prevention device 3 (groove) according to claim 244-4.
Mold 10.1.2.1. Rotation)
The stop device is an upper slide member, lower slide member, intermediate
The upper slide member is isolated from the upper slide member.
A structure that is seismically isolated from the lower slide member
Provided on the supporting structure side, with an intermediate slide member between
The upper slide member is the middle slide member and the lower slide member.
In the long side direction or short side direction
Only the parallel movement is allowed, and the lower slide
Ride member and upper slide member
Since only parallel movement in the short side direction is allowed,
The structure to be shaken is the structure that supports the structure to be isolated
Only parallel movement in the long and short sides
At this time, adjust the dimensions of each part by using the guide on the roller rolling surface (or roller surface).
Part width: t of the groove provided on the roller (or roller rolling surface)
Width: (t + 2d) A straight line between the tip of the guide and the circle formed by the roller cross section
Cut the length of the string (or the circle formed by the guide)
The length of the chord cut by the straight line formed by the roller rolling surface): l, upper guide slide member, lower guide slide portion
Provided for each material and intermediate slide member (roller)
The guide part is regarded as a cantilever having a length h, a width l, and a thickness t.
Where h is the length of the protruding guide,
At this time, the force F acting on the center of gravity causes
Assuming that a rolling moment M is generated, F and M
Causes the structure to be isolated to rotate by the permissible rotation angle φ
However, when the rotation angle φ is reached, the rotation and torsion prevention device operates.
To suppress any further rotation, which acts on the center of gravity
The horizontal force is applied to each device by the force F and the rotational moment M.
F 'and a rotational moment M'
F ', the portion where the rotational moment M' is regarded as a cantilever is negative
From the examination of bending, shearing and deflection angle
After calculating the member cross section, the cross section t of the portion regarded as a cantilever
T ≧ √ ｛6 ((M ′ / (2 · l) + F ′ / 4) · h /
(L · fb)｝ t ≧ 3/2 · (M ′ / (2 · l) + F ′ / 4) / (l ·
fs) t ≧ [(M ′ / (2 · l) + F ′ / 4) / l + √
｛((M ′ / (2 · l) + F ′ / 4) / l) ＾ 2 + M ′
Fs / (β · l)}] / (2 · fs) t ≧ {6 · (M ′ / (2 · l) + F ′ / 4) · h} 2 /
(E · l · α)｝ ＾ (1/3) where fb: short-term allowable bending stress of steel, fs: steel
Short-term allowable shear stress, E: Young's modulus of steel material α: Allowance of cantilever
Deflection angle, β: Torsional shear determined by the ratio of the two sides of the rectangular cross section
The coefficient that gives the stress degree shall be equal to or greater than the maximum value of t given by each equation.
By determining the cross section of the device
Anti-rotation and twisting device, and
It is a seismic isolation structure. The invention of claim 249-3 is:
The rotation / twist prevention device 4 (tooth) according to claim 244-5.
Vehicle type, 10.1.2.2.2. Rotation)
The prevention device is an upper slide member, lower slide member, middle
Consists of an intermediate slide member, and the upper slide member is seismically isolated
On the side of the structure to be seismically isolated from the lower slide member
Is provided on the side of the structure that supports
The material enters, and the upper slide member and the middle slide member
Long side direction or short side direction in relation to the lower slide member
Only the parallel movement of the lower part
Long side direction in relation to slide member and upper slide member
Or since only parallel movement in the short side direction is allowed,
The structure to be isolated is a structure that supports the structure to be isolated
Only translation in the long and short sides of the body is allowed
At this time, the dimensions of each part are determined by the gears on the roller rolling surface (or roller surface).
Tooth width: b Latch provided on roller (or roller rolling surface)
And the rigidity is centered by the force F acting on the center of gravity.
Assuming that a rotational moment M occurs as a center,
The horizontal force F 'and the rotation moment are applied to each device by F and M of
And the horizontal force F ', the rotation moment
The gear M and the rack bear the
The cross section of the member was calculated from the examination of tooth bending and tooth surface strength,
The tooth width of the gear and the rack is expressed as b ≧ [F ′ / 8 + √ ｛(F ′ / 4) ＾ 2 + 2 · M ′ · F
G｝ / 2] / FG b ≧ [F ′ / 8 + √ ｛(F ′ / 4) ＾ 2 + 2 · M ′ · H
G｝ / 2] / HG where FG = (fF · m · cosα) / (Y · Yε · Ks · K
A · Kv · Kβ) HG = (fH · dω · u) / ｛ZH · ZE · SH · (u
+1)｝ ZE = √ (0.35 · E1 · E2 / (E1 + E2)) ZH = 2 / √ (sin (2 · α)) fF: Allowable root stress of material fH: Material
Permissible limit of Hertz stress m: Rack and gear module dω: Rack
Gear meshing pitch circle diameter u: gear ratio α: meshing pressure angle Y: gear shape factor
Yε: Contact ratio coefficient Ks: Notch coefficient
KA: Coefficient of use KV: Coefficient of dynamic load Kβ: Coefficient of tooth contact E1, E2: Rack and gear
The modulus of longitudinal elasticity of the material SH: The maximum value of b given by each equation of safety factor
By determining the cross section of the device
Anti-rotation and twisting device, and
It is a seismic isolation structure. 10.4. Torsional / rotational vibration equation 1 Combination with seismic isolation sliding bearings, dampers, springs, etc.
I give the equation of motion of This allows torsional vibration to be simulated.
Is possible. Claim 249-4.
Supports seismically isolated structures and seismically isolated structures
It is installed between the structure and the seismic isolation sliding bearing and the damper bar.
In the case of seismic isolation structures with a structure such as
Formula (for symbol explanation, refer to 10.4.1 in the embodiment. List of symbols) d (dx1 / dt) / dt + (cos θ) ＾ 2 · g ｛t
anθ · sign (x1) + μ · sign (dx1 / d
t)｝ + K3 / m1 · (x2-x1) + C3 / m1 ·
(Dx2 / dt-dx1 / dt) =-d (dz / dt)
/ Dt d (dx2 / dt) / dt + K2 / m2 / x2 + C2 /
m2 / dx2 / dt + K3 / m2 / (x1-x2) + C
3 / m2 / (dx1 / dt-dx2 / dt) =-d (d
z / dt) / dt.
Base-isolated structure that satisfies θ ≧ μ considering restoration without anchor displacement
Invention. 10.5. Torsion / rotational vibration equation 2 10.5.1. Torsion / Rotational Vibration Equation 10.5.1.1. In the case of a single layer Hereinafter, a case where the seismic isolated structure is a single layer will be described. 10.5.1.1.1. Spring type restoration device + viscous damping type equipment
249-5 The invention of claim 249-5 provides a structure to be seismically isolated
A dam provided between the structure supporting the structure to be shaken
Springs (including fixing devices) such as dampers and laminated rubber
In a seismic isolation structure supported and seismically isolated by the configuration,
Simultaneous equations of motion (descriptions of symbols are given in 10.5.1.
1.0. Also, 5.1.3.1. D (dx / dt) / dt + C1x / m · dx / dt + C2x / m · dx / dt + ·· + Cnx / m · dx / dt + C1x / m · ec1y · d {/ dt + C2x / m · ec2y · d} / Dt + ·· + Cnx / m · ecny · dψ / dt + K1x / mx · K2x / m · x + ·· + Knx / mx · K1x / m · ek1y · ψ + K2x / m · ek2y · ψ + ·· + Knx / m · ekny Ψ = −d (dqx / dt) / dt d (dy / dt) / dt + C1y / m · dy / dt + C2y / m · dy / dt + ·· + Cny / m · dy / dt −C1y / m · ec1x · d / Dt−C2y / m · ec2x · dψ / dt − ·· −Cny / m · ecnx · dψ / dt + K1y / m · y + K2y / m · y + ·· + Kny / my · −K1y /・ Ek1x ・ ψ-K2y / m ・ ek2x ・ ψ- ・ ・ -Kny / m ・ eknx ・ ψ = -d (dqy / dt) / dt I ・ d (dψ / dt) / dt + C1x ・ ec1y ・ dx / dt + C2x .Ec2y.dx / dt +. + Cnx.ecny.dx / dt -C1y.ec1x.dy / dt-C2y.ec2x.dy / dt -..- Cny.ecnx.dy / dt + K1x.ek1y.x + K2x.ek2 · X + · · + Knx · ekny · x-K1y · ek1x · y-K2y · ek2x · y-· · -Kny · eknx · y + Cnx · ecny {2 · d} / dt C1y · ec1x {2 · d} / dt + C2y · ec2x {2 · d} / dt + ·· + Cny · ecnxｎ 2 · dψ / dt + K1x · ek1y ＾ 2 · ψ + K2x · ek2y ＾ 2 · ψ + ·· + Knx · ekny ＾ 2 · ψ + K1y · ek1x ＾ 2 · ψ + K2y · ek2x ＾ 2 · ψ + ·· + Kny · eknx ＾ 2 · ψ = Designed by structural analysis with 0
It is a seismic isolation structure characterized by the following. 10.5.1.1.2. Sliding bearing + spring type restoration device + sticky
249-6 The invention of claim 249-6 provides a structure to be seismically isolated and
An exemption provided between the structure supporting the structure to be shaken
Seismic sliding bearing (flat type seismic isolation plate sliding bearing = no restoring force),
Springs (including fixing devices) such as dampers and laminated rubber
In a seismic isolation structure supported and seismically isolated by the configuration,
Simultaneous equations of motion (descriptions of symbols are given in 10.5.1.
1.0. Also, 5.1.3.1. D (dx / dt) / dt + g {m1.mu.1x.sign (dx/dt+e.mu.y.d@/dt) + m2.mu.2.times.sign (dx/dt+e.mu.y*d@/dt) + .. + mn.mu.nxx. sign (dx / dt + eμny · dψ / dt)｝ / m + C1x / m · dx / dt + C2x / m · dx / dt + ·· + Cnx / m · dx / dt + C1x / m · ec1y · dψ / dt + C2x / m · ec2y + Cnx / m · ecny · dψ / dt + K1x / m · x + K2x / m · x + ·· + Knx / m · x + K1x / m · ek1y · ψ + K2x / m · ek2y · ψ + ·· + Knx / m · ekny · ψ = −d (dqx / dt) / dt d (dy / dt) / dt + g {m1 · μ1y · sign (dy / dt−eμ1x · d} / d ) + M2 · μ2y · sign (dy / dt−eμ2x · dψ / dt) + ·· + mn · μny · sign (dy / dt−eμnx · dψ / dt)} / m + C1y / m · dy / dt + C2y / m • dy / dt + ·· + Cny / m · dy / dt −C1y / m · ec1x · dψ / dt−C2y / m · ec2x · dψ / dt − ··· −Cny / m · ecnx · dψ / dt + K1y / m · y + K2y / m · y + ·· + Kny / m · y −K1y / m · ek1x · ψ−K2y / m · ek2x · ψ− ·· −Kny / m · eknx · ψ = −d (dqy / dt) / dt I D (dψ / dt) / dt + g ｛m1 · μ1x · eμ1y · sign (dx / dt + eμ1y · dψ / dt) + m2 · μ2x · eμ2y · sign (dx / dt + eμ2y · dψ / dt) +. + Mn Μnx · eμny · sign (dx / dt + eμny · dψ / dt) ψ −g ｛m1 · μ1y · eμ1x · sign (dy / dt-eμ1x · dψ / dt) + m2 · μ2y · eμ2x · sign (dy / dt-eμx + Dｎ / dt) + · + mn · µny · eµnx · sign (dy / dt-eµnx · dψ / dt)｝ + C1x · ec1y · dx / dt + C2x · ec2y · dx / dt + · · + Cnx · ecny · dx / dt -C1y.ec1x.dy / dt-C2y.ec2x.dy / dt -.- Cny.ecnx.dy / dt + K1x.ek1y.x + K2x.ek2y.x +. + Knx.ekny.x -K1y.ek1.y- K2y • ek2x • y- • -Kny • eknx • y + C1x • ec1y {2 • d} / dt + C2x ec2y ＾ 2 ・ dψ / dt + ・. + Cnx ・ ecny ＾ 2 ・ dψ / dt + C1y ・ ec1x ＾ 2 ・ dψ / dt + C2y ・ ec2x ＾ 2 ・ dψ / dt + ・. + Cny ・ ecnx ＾ 2 ・ dψ / dt + K1x ・ek1y ＾ 2 · ψ + K2x · ek2y ＾ 2 · ψ + ·· + Knx · ekny ＾ 2 · ψ + K1y · ek1x ＾ 2 · ψ + K2y · ek2x ＾ 2 · ψ + ·· + Kny · eknx ＾ 2 · ψ = 0 Being designed
It is a seismic isolation structure characterized by the following. 10.5.1.1.3. Straight line with V-shaped trough-shaped base isolation plate
In the case of a slope type restoring sliding bearing, the invention of claim 249-7 provides a structure to be seismically isolated,
An exemption provided between the structure supporting the structure to be shaken
Seismic sliding bearing (V-shaped valley surface in xy (orthogonal) seismic isolation)
Linear gradient restoration sliding bearing with seismic isolation plate), damper,
With the configuration of restoring spring (including fixing device) such as laminated rubber
In the seismic isolation structure supported and seismically isolated,
Equations (symbols are explained in the examples: 10.5.1.1.1.
5.1.3.1. D (dx / dt) / dt + g ｛(cos θ1x) ＾ 2 · m1 · μθ1x · sign (dx / dt + e θ1y · dψ / dt) + (cos θ2x) ＾ 2 · m2 · μθ2x · sign (dx / Dt + eθ2y · dψ / dt) + ·· + (cosθnx) ＾ 2 · mn · μθnx · sign (dx / dt + eθny · dψ / dt)｝ / m + g ｛(cosθ1x) ＾ 2 · m1 · tanθ1x · sign ( x + eθ1 y · ψ) + (cos θ2x) ＾ 2 · m2 · tan θ2x · sign (x + eθ2y · ψ) + ·· + (cosθnx) ＾ 2 · mn · tanθnx · sign (x + eθny · ψ)｝ / m + C1x / m Dx / dt + C2x / m dx / dt +. + Cnx / m dx / dt + C1x / mec1ydψ / dt + C2x / mec2y + / dt + ·· + Cnx / m · ecny · dψ / dt + K1x / mx · + K2x / m · x + ·· + Knx / mx · K1x / m · ek1y · ψ + K2x / m · ek2y · ψ + ·· + Knx / m · ekny · ψ = −d (dqx / dt) / dt d (dy / dt) / dt + g ｛(cos θ1y) ＾ 2 · m1 · μθ1y · sign (dy / dt−e θ1x · dψ / dt) + (cos θ2y) {2 · m2 · μθ2y · sign (dy / dt−eθ2x · d} / dt) + ·· + (cosθny) ＾ 2 · mn · μθny · sign (dy / dt−eθnx · d} / dt) / m + G ｛(cos θ1y) ＾ 2 · m1 · tan θ1y · sign (y−eθ1x · ψ) + (cos θ2y) ＾ 2 · m2 · tan θ2y · sign (y−e θ2x · ψ) + ·· + (cosθny ) {2 · mn · tan θny · sign (y−e θnx · ψ)} / m + C1y / m · dy / dt + C2y / m · dy / dt + ·· + Cny / m · dy / dt −C1y / m · ec1x · dψ / dt-C2y / m ・ ec2x ・ dψ / dt- ・ -Cny / m ・ ecnx ・ dψ / dt + K1y / my ・ + K2y / my ・ + ・. + Kny / myＫ-K1y / m ・ ek1xψ −K2y / m · ek2x · ψ− · −Kny / m · eknx · ψ = −d (dqy / dt) / dt Id (dψ / dt) / dt + g ｛(cos θ1x) ＾ 2 · m1 · μθ1x · Eθ1y · sign (dx / dt + eθ1y · dψ / dt) + (cosθ2x) ＾ 2 · m2 · μθ2x · eθ2y · sign (dx / dt + eθ2y · dψ / dt) + ·· + (cosθnx) ＾ 2 · mn · μθn x · eθny · sign (dx / dt + eθny · dψ / dt)｝ −g ｛(cosθ1y) ＾ 2 · m1 · μθ1y · eθ1x · sign (dy / dt−eθ1x · dψ / dt) + (cosθ2y) ＾ 2 · m2・ Μθ2y ・ eθ2x ・ sign (dy / dt−eθ2x ・ dψ / dt) + ・ ・ + (cosθny) ＾ 2 ・ mn ・ μθny ・ eθnx ・ sign (dy / dt−eθnx ・ dψ / dt)｝ + g ｛(cosθ1x) ) ＾ 2 · m1 · tan θ1x · eθ1y · sign (x + eθ1y · ψ) + (cosθ2x) ＾ 2 · m2 · tanθ2x · eθ2y · si gn (x + eθ2y · ψ) + ·· + (cosθnx) ＾ 2 · mn · tanθnx · eθny · sign (x + eθny · ψ)｝ −g ｛(cosθ1y) ＾ 2 · m1 · tan θ1y · eθ1x · sign (y eθ1x · ψ) + (cosθ2y) ＾ 2 · m2 · tanθ2y · eθ2x · sign (y−eθ2x · ψ) + ·· + (cosθny) ＾ 2 · mn · tanθny · eθnx · sign (y · eθnx · ψ) )｝ + C1x · ec1y · dx / dt + C2x · ec2y · dx / dt + ·· + Cnx · ecny · dx / dt −C1y · ec1x · dy / dt-C2y · ec2x · dy / dt− · −Cny · ecnx · dy / Dt + K1x · ek1y · x + K2x · ek2y · x + ·· + Knx · ekny · x−K1y · ek1x · y-K2y · ek2x · y− · −Kny · eknx · y + C1x · ec1y ＾ 2 · dψ / dt + C2 {2 · d} / dt + ·· + Cnx · ecny {2 · d} / dt + C1y · ec1x {2 · d} / dt + C2y · ec2x ＾ 2 · dψ / dt + ·· + Cny · ecnx ＾ 2 · dψ / dt + K1x · ek1y ＾ 2 · ψ + K2x · ek2y ＾ 2 · ψ + ·· + Knx · ekny ＾ 2 · ψ + K1y · ek1x ＾ 2 · ψK2 · Ek2x ＾ 2 · ψ + ・ · + Kny ・ eknx ＾ 2ψψ = 0 Designed by structural analysis
It is a seismic isolation structure characterized by the following. 10.5.1.1.
4. Straight slope type restoring sliding bearing with a mortar-shaped seismic isolation plate
In the case, the invention of claim 249-8 is a structure to be seismically isolated.
And the structure supporting the structure to be seismically isolated
Seismic isolation bearing (straight gradient type with mortar-shaped seismic isolation plate)
Restoring springs (fixed sliding bearings), dampers, laminated rubber, etc.
(Including the fixed device)
In the seismic structure, the motion equation of claim 249-7
Θnx, θny (n = 1 · 2... N)
When (x ＾ 2 + y ＾ 2) ≦ L θnx = ｛θn '· √ (x2 ＾ 2 + y2 ＾ 2))-θ
n ′ · {(x1 ＾ 2 + y1 ＾ 2)} / (x2−x1) θny = {θn ′ · √ (x2 ＾ 2 + y2 ＾ 2)) − θ
n ′ · {(x1 ＾ 2 + y1 ＾ 2)} / (y2-y1) where the coordinates (x1, y1) at time t and the coordinates at time t + Δt
It is assumed that the target is (x2, y2). The coordinates at time 0 are (0,
0). When √ (x ＾ 2 + y ＾ 2)> L θnx = 0 θny = 0 Designed by structural analysis
It is a seismic isolation structure characterized by the following. 10.5.1.1.1.5. Gradient with columnar trough surface isolation plate
In the case of a mold restoring sliding bearing, the invention of claim 249-9 provides a structure to be seismically isolated,
An exemption provided between the structure supporting the structure to be shaken
Seismic sliding bearing (Cylindrical valley surface isolation in xy (orthogonal direction)
Linear gradient restoration slide bearing with shaker), damper, product
Depending on the configuration of the restoration spring (including the fixing device) such as layer rubber, etc.
For seismic isolation structures supported and seismically isolated,
Equation (Symbol explanation is 10.5.1.1.1.
5.1.3.1. When the curvature θ is small, d (dx / dt) / dt + g {m1 · μR1x · sign (dx / dt + eR1y · dψ / dt) + m2 · μR2x · sign (dx) from (cos θ) ＾ 2 ≒ 1 / Dt + eR2y · dψ / dt) + ·· + mn · μRnx · sign (dx / dt + eRny · dψ / dt)｝ / m + {m1 · g / R1x · (x + eR1y · ψ) + m2 · g / R2x · (x + eR2y · ψ) +... + mn · g / Rnx · (x + eRny · ψ)｝ / m + C1x / m · dx / dt + C2x / m · dx / dt + ·· + Cnx / m · dx / dt + C1x / m · ec1y · dψ / dt + C2x / M ・ ec2y ・ dψ / dt + ・. + Cnx / m ・ ecny ・ dψ / dt + K1x / mx ・ K2x / mx ・ +. ・ + Knx / mx ・ + K1 / M２ek1yψ + K2x / m ・ ek2yψψ + ・. + Knx / mｅeknyψψ = -d (dqx / dt) / dt d (dy / dt) / dt + g ｛m1 ・ μR1y ・ sign (dy / dt −eR1x · dψ / dt) + m2 · μR2y · sign (dy / dt-eR2x · dψ / dt) + ·· + mn · μRny · sign (dy / dt-eRnx · dψ / dt)｝ / m + ｛m1 · g / R1y ・ (y-eR1xψ) + m2２g / R2y ・ (y-eR2xψψ) +＋+ mn ・ g / Rny ・ (y-eRnxψψ)｝ / m + C1y / m ・ dy / dt + C2y / m · dy / dt + ·· + Cny / m · dy / dt −C1y / m · ec1x · dψ / dt−C2y / m · ec2x · dψ / dt − ·· −Cny / m · ecnx · dψ / dt + K1y / m・ Y + + Kny / m · y−K1y / m · ek1x · −−K2y / m · ek2x · ψ− · −Kny / m · eknx · ψ = −d (dqy / dt) / dt I D (dψ / dt) / dt + g ｛m1 · μR1x · eR1y · sign (dx / dt + eR1y · dψ / dt) + m2 · μR2x · eR2y · sign (dx / dt + eR2y · dψ / dt) +. + Xn · μR eRny · sign (dx / dt + eRny · dψ / dt)｝ −g ｛m1 · μR1y · eR1x · sign (dy / dt-eR1x · dψ / dt) + m2 · μR2y · eR2x · sign (dy / dt / ψR2 / x) dt) + .. + mn..mu.Rny.eRnx.sign (dy / dt-eRnx.d / dt) @ + m1.g / R1x.eR1y. (x + R1y · ψ) + m2 · g / R2x · eR2y · (x + eR2y · ψ) + ·· + mn · g / Rnx · eRny · (x + eRny · ψ) −m1 · g / R1y · eR1x · (y-eR1x · ψ) −m2 · g / R2y · eR2x · (y-eR2x · ψ)-··· mn · g / Rny · eRnx · (y-eR nx · ψ) + C1x · ec1y · dx / dt + C2x · ec2y · dx / dt + · · + Cnx · ecny · dx / dt-C1y · ec1x · dy / dt-C2y · ec2x · dy / dt-· · – Cny · ecnx · dy / dt + K1x · ek1y · x + K2x · ek2y · x + · · + Knx · ek · X -K1y · ek1x · y-K2y · ek2x · y-· · -Kny · eknx · y + C1x · ec1y {2 · d} / dt + C2x · ec y ＾ 2 ・ dψ / dt + ・. + Cnx ・ ecny ＾ 2 ・ dψ / dt + C1y ・ ec1x ＾ 2 ・ dψ / dt + C2y ・ ec2x ＾ 2 ・ dψ / dt + ・. + Cny ・ ecnx ＾ 2 ・ dψ / dt + K1x ・ek1y ＾ 2 · ψ + K2x · ek2y ＾ 2 · ψ + ·· + Knx · ekny ＾ 2 · ψ + K1y · ek1x ＾ 2 · ψ + K2y · ek2x ＾ 2 · ψ + ·· + Kny · eknx ＾ 2 · ψ = 0 Being designed
It is a seismic isolation structure characterized by the following. 10.5.1.1.
6. In the case of a slope-type restoring sliding bearing with a spherical isolation plate
The invention of claim 249-10 relates to a structure to be seismically isolated,
An exemption provided between the structure supporting the structure to be shaken
Seismic sliding bearings (Gradient-type restoring sliding supports with spherical seismic isolation plates)
Recovery springs such as dampers, laminated rubber, etc.
Seismic isolation structure supported and seismically isolated by the
In the equation of motion of claim 249-9, Rn
x, Rny (n = 1 · 2... n) are expressed as √ (x ＾ 2 + y
{2) ≦ L 1 / Rnx = {1 / Rn ′ · {(x2 ＾ 2 + y2 ＾)
2))-1 / Rn ′ · {(x1 ＾ 2 + y1 ＾ 2)} /
(X2−x1) 1 / Rny = {1 / Rn ′ · {(x2 ＾ 2 + y2 ＾)
2))-1 / Rn ′ · {(x1 ＾ 2 + y1 ＾ 2)} /
(Y2-y1) where the coordinates (x1, y1) at time t and the coordinate at time t + Δt
It is assumed that the target is (x2, y2). The coordinates at time 0 are (0,
0). When √ (x ＾ 2 + y ＾ 2) L, it is designed by performing structural analysis by setting 1 / Rnx = 0 1 / Rny = 0.
It is a seismic isolation structure characterized by the following. 10.5.1.2. In the case of n layers Hereinafter, the case where the seismically isolated structure has n layers will be described. 10.5.1.2.1. Spring type restoration device + viscous damping type equipment
In the case of the following 10.0.5.2.3. In the equation of motion
= Θnx = θny = 0, μnx = μny = μθnx = μ
This is the case where θny = 0. 10.5.1.2.2. Sliding bearing + spring type restoration device + sticky
In the case of an attenuated type device, the following 10.5.2.2.3. In the equation of motion
= Θnx = θny = 0. 10.5.1.2.3. Straight line with V-shaped trough-shaped base isolation plate
In the case of a slope-type restoring sliding bearing, the invention of claim 249-11 provides a structure to be seismically isolated;
Installed between the structure supporting the seismically isolated structure
Seismic isolation bearing (V-shaped valley surface in xy (orthogonal) seismic isolation)
Linear slope type restoring sliding bearings with seismic isolation plates), dampers
-Structure of restoring spring (including fixing device) such as laminated rubber
In seismic isolation structures supported and seismically isolated by
Equation of motion (Symbols are explained in 10.5.1.2.
0. Also, 5.1.3.1. D (dxb / dt) / dt + g ｛(cos θ1x) ＾ 2 · m1 · μθ1x · sign (dxb / dt + eθ1y · dψb / dt) + (cos θ2x) ＾ 2 · m2 · μθ2x · sign (dxb / Dt + eθ2y · dψb / dt) + ·· + (cosθnx) ＾ 2 · mn · μθnx · sign (dxb / dt + eθny · dψb / dt)｝ / MM1 + g ｛(cosθ1x) ＾ 2 · m1 · tanθ1x + sign θx (xb)・ Ψb) + (cos θ2x) ＾ 2 ・ m2 ・ tan θ2x ・ sign (xb + eθ2y ・ ψb) + ・ ・ + (cosθnx) ＾ 2 ・ mn ・ tanθnx ・ sign (xb + eθny ・ ψb) / MM1 + Cb1x / MM1 × db /Dt+Cb2x/MM1.dxb/dt+.+Cbnx/MM1.dxb/dt + Cb1x / MM1 · ecb1y · dψb / dt + Cb2x / MM1 · ec b2y · dψb / dt +. ekb1yψb + Kb2x / MM1 ・ ekb2y ・ b + ・ + Kbnx / MM1 ／ ekbnyψb-C1x / MM1 ・ dx1 / dt-C1x / MM1 ・ ec1y ・ dψ1 / dt-K1x / MM1 ・ x1 -K1x / MM1 ψ1 = −d (dqx / dt) / dt d (d (x1) / dt) / dt + C1x / MM2 · dx1 / dt + C1x / MM2 · ec1y · dψ1 / dt + K1x / MM2 · x1 + K1x / MM2 · ek1y · ψ1 −C2x / MM2 · (dx2 / dt−dx1 / dt) −C2x / MM2 · ec2y · (dψ2 / dt−dψ1 / dt) −K2x / MM2 · (x2-x1) −K2x / MM2 · ek2y · (ψ2−ψ1) = − d (dxb / Dt) / dt-d (dqx / dt) / dt d (d (x2) / dt) / dt + C2x / MM3 ・ (dx2 / dt-dx1 / dt) + C2x / MM3 ・ ec2y ・ (dψ2 / dt- dψ1 / dt) + K2x / MM3 · (x2-x1) + K2x / MM3 · ek2y · (ψ2-ψ1) −C3x / MM3 · (dx3 / dt−dx2 / dt) −C3x / MM3 · ec3y · (dψ3 / dt) −dψ2 / dt) −K3x / MM3 · (x3-x2) −K3MM3 · ek3y · (ψ3−ψ2) = − d (dxb / dt) / dt−d (dqx / dt) / dt ··· d ( d (x )) / Dt) / dt + Cn "x / MMn '. (Dxn" / dt-dxn "' / dt) + Cn" x / MMn'.ecn "y. (D @ n" / dt-d @ n "'/ dt) + Kn "X / MMn '. (Xn" -xn "') + Kn" x / MMn'.ekn "y. ({N"-@ n "')-Cn'x / MMn'. (Dxn '/ dt-dxn" / dt) -Cn'x / MMn'.ecn'y. (d @ n '/ dt-d'n "/ dt) -Kn'x / MMn'. (xn'-xn") -Kn'x / MMn'.ekn ' y · (ψn′−ψn ″) = − d (dxb / dt) / dt−d (dqx / dt) / dt d (d (xn ′) / dt) / dt + Cn′x / MMn · (dxn ′ / dt−dxn ″ / dt) + Cn′x / MMn · ecn′y · (dψn ′ / dψ−dψn ”/ dt) + Kn′x / MMn · (xn′-xn ″) + Kn′x / MMn · e kn′y · ({n′−Δn ″) = − d (dxb / dt) / dt−d (dqx / dt) / dt d (dyb / dt) / dt + g ｛(cos θ1y) {2 · m1 · μθ1y · sign (dyb / dt−eθ1x · dψb / dt) + (cosθ2y)} 2 · m2 · μθ2y · sign (dyb / dt−eθ2x · dψb / dt) + ·· + (cosθny)} 2 · mn · μθny · sign (dyb / dt-eθnx · dψb / dt)｝ / MM1 + g ｛(cosθ1y) ＾ 2 · m1-tanθ1y · sign (yb-eθ1x · ψb) + (cosθ2y) ＾ 2 · m2 Tanθ2y · sign (yb−eθ2x · ψb) + ·· + (cosθny) {2 · mn · tanθny · sign (yb−eθnx · {b)} / MM1 + Cb1y / MM1 · yb / dt + Cb2y / MM1 · dyb / dt + ·· + Cbny / MM1 · dyb / dt −Cb1y / MM1 · ecb1x · dψb / dt−Cb2y / MM1 · ec b2x · dψb / dt− ·· −Cbny / MM1ψbx / Dt + Kb1y / MM1 · yb + Kb2y / MM1 · yb + ·· + Kbny / M M1 · yb −Kb1y / MM1 · ekb1x · {b-Kb2y / MM1 · ekb2x · ψb− · −Kbny / MM1 · ekbnx · MMb • dy1 / dt + C1y / MM1 · ec1x · dψ1 / dt−K1y / MM1 · y1 + K1y / MM1 · ek1x · ψ1 = −d (dqy / dt) / dt d (d (y1) / dt) / dt + C1y / MM2・ Dy1 / dt-C1y / MM2 ・ ec1x ・ dψ1 / dt + 1y / MM2 · y1−K1y / MM2 · ek1x · ψ1−C2y / MM2 · (dy2 / dt−dy1 / dt) + C2y / MM2 · ec2x · (dψ2 / dt−dψ1 / dt) −K2y / MM2 · (y2 −y1) + K2y / MM2 · ek2x · (ψ2-ψ1) = − d (dyb / dt) / dt−d (dqy / dt) / dt d (d (y2) / dt) / dt + C2y / MM3 · (dy2 / Dt-dy1 / dt) -C2y / MM3 ・ ec2x ・ (dψ2 / dt-dψ1 / dt) + K2y / MM3 ・ (y2-y1) -K2y / MM3 ・ ek2x ・ (ψ2-ψ1) -C3y / MM3 ・(Dy3 / dt−dy2 / dt) + C3y / MM3 · ec3x · (dψ3 / dt−dψ2 / dt) −K3y / MM3 · (y3-y2) + K3y / MM3 · ek3x · ( 3-ψ2) = − d (dyb / dt) / dt−d (dqy / dt) / dt d (d (yn ″) / dt) / dt + Cn ″ y / MMn ′ · (dyn ”/ dt) -Dyn "'/ dt) + Cn" y / MMn'.ecn "x. (D @ n" / dt-d @ n "' / dt) + Kn" y / MMn '. (Yn "-yn"') + Kn "y / MMn '· Ekn ”x · (ψn” -ψn ”')-Cn'y / MMn '· (dyn' / dt-dyn" / dt) -Cn'y / MMn '· ecn'x · (dψn' / dt -D @ n "/ dt) -Kn'y / MMn '. (Yn'-yn") -Kn'y / MMn'.ekn'x. (@ N'-@ n ") =-d (dyb / dt) / dt −d (dqy / dt) / dt d (d (yn ′) / dt) / dt + Cn′y / MMn · (dyn ′ / dt−dyn ″ / dt) −Cn′y / MM n / ecn'x ・ (dψn '/ dt-dψn "/ dt) + Kn'y / MMn ・ (yn'-yn")-Kn'y / MMn ・ ekn'x ・ (ψn'-ψn ") = −d (dyb / dt) / dt−d (dqy / dt) / dt Ib · d (dψb / dt) / dt + g ｛cos θ1x) ＾ 2 · m1 · μθ1x · eθ1y · sign (dxb / dt + eθ1y · dθb / dt) ) + (Cos θ2x) ＾ 2 · m2 · μθ2x · eθ2y · sign (dxb / dt + eθ2y · dψb / dt) + ·· + (cosθnx) ＾ 2 · mn · μθnx · eθny · sign (dxb / dt + eθny · db) ｝ -G ｛(cos θ1y) ＾ 2 · m1 · μθ1y · eθ1x · sign (dy b / dt−eθ1x · dψb / dt) + (cos θ2y) ＾ 2 · m2 · μθ2y · eθ2x · sign ( dyb / dt-eθ2x · dψb / dt) + ·· + (cosθny) ＾ 2 · mn · μθny · eθnx · sign (dyb / dt-eθnx · dψb / dt)｝ + g ｛(cosθ1x) ＾ 2 · m1 · tanθ1x・ Eθ1y ・ sign (xb + eθ1y ・ ψb) + (cosθ2x) ＾ 2 ・ m2 ・ tanθ2x ・ eθ2y ・ sign n (xb + eθ2y ・ ψb) + ・ ・ + (cosθnx) ＾ 2 ・ mn ・ tanθnx ・ eθny ・ sign (x ψb)｝ -g ｛cos θ1y) ＾ 2 · m1 · tan θ1y · eθ1x · sign (y b−eθ1x · ψb) + (cos θ2y) ＾ 2 · m2 · tan θ2y · eθ2x · sign (yb−eθ2x · ψb) +.・ + (Cosθny) {2 ・ mn ・ tanθny ・ eθnx ・ sign (yb−eθnx ・ {b)} + Cb1x · ecb1y · dxb / dt + Cb2x · ecb2y · dxb / dt + ·· + Cbnx · ecbny · dxb / dt −Cb1y · ecb1x · dyb / dt-Cby · ecb2x · dyb / ct-x / dyb / dbt Ecb1y ＾ 2 · dψb / dt + Cb2x ・ ecb2y ＾ 2 ・ dψb / dt + ・ + Cbnx ・ ecbny ＾ 2 ・ dψb / dt + Cb1y ・ ecb1x ＾ 2 ・ dψb / dt + Cb2y 2 · dψb / dt + Kb1x · ekb1y · xb + Kb2x · ekb2y · xb + ·· + Kb nx · ekbny · xb −Kb1y · ekb1x · yb-Kb2y · ekb2x · yb− ·· -Kbny + ekbn b1x · ekb1y ＾ 2 · ψb + Kb2x · ekb2y ＾ 2 · ψb + ·· + Kbnx · ekbny ＾ 2 · ψb + Kb1y · ekb1x ＾ 2 · ψb + Kb2y · ekb2x ＾ 2 · ψb + ·· + Kbny · ekbx · ekbx · ecx1 / Dt + C1y · ec1x · dy1 / dt −K1x · ek1y · x1 + K1y · ek1x · y1 −C1x · ec1y ＾ 2 · dψ1 / dt−C1y · ec1x ＾ 2 · dψ1 / dt −K1x · ek1y ＾ 2 · ψ1−K1 Ek1x ＾ 2ψ1 = 0 I1 ・ d (dψ1 / dt) / dt + Ib ・ d (dψb / dt) / dt + C1x ・ ec1y ・ dx1 / dt -C1y ・ ec1x ・ dy1 / dt + K1x ・ ek1y ・ x1 -K1y ・ek1x · y1 + C1x · ec1y ＾ 2 · dψ1 / dt + C1y • ec1x ＾ 2 · dψ1 / dt + K1x · ek1y ＾ 2 · ψ1 + K1y · ek1x ＾ 2 · ψ1−C2x · ec2y · (dx2 / dt−dx1 / dt) + C2y · ec2x · (dy2 / dt−dy1 / dt) − K2x ・ ek2y ・ (x2-x1) + K2y ・ ek2x ・ (y2-y1) -C2x ・ ec2y ＾ 2 ・ (dψ2 / dt-dψ1 / dt) -C2y ・ ec 2x ＾ 2 ・ (dψ2 / dt-dψ1 / dt) -K2x２ek2y ＾ 2 ・ (・ 2-ψ1) -K2y ・ ek2x ＾ 2 ・ (ψ2ψψ1) = 0 I2 ・ d (dψ2 / dt) / dt + Ib ・ d (dψb / dt) / dt + C2x ・ ec2y ・(Dx2 / dt−dx1 / dt) −C2y · ec2x · (dy2 / dt−dy1 / dt) −C3x · ec3y · (dx3 / dt−dx2 / dt) + C3y · ec 3x. (Dy3 / dt-dy2 / dt) + K2x.ek2y. (X2-x1) -K2y.ek2x. (Y2-y1) -K3x.ek3y. (X3-x2) + K3y.ek3x. (Y3-y2) + C2x Ec2y ＾ 2 ・ (dψ2 / dt-dψ1 / dt) + C2y ・ ec 2x ＾ 2 ・ (dψ2 / dt-dψ1 / dt) -C3x ・ ec3y ＾ 2 ・ (dψ3 / dt-dψ2 / dt) -C3y ・ ec 3x ＾ 2 ・ (dψ3 / dt-dψ2 / dt) + K2x ・ ek2y ＾ 2 ・ (ψ2-ψ1) + K2y ・ ek2x ＾ 2 ・ (ψ2 -ψ1) -K3x ・ ek3y ＾ 2 ・ (ψ3-ψ2) -K3y ・ek3x ＾ 2 ・ (ψ3-ψ2) = 0 ・ ・ ・ In ″ · d (dψn ″ / dt) / dt + Ib · d (dψb / dt) / dt + Cn ″ x · ecn ″ y · (dxn ″ / dt−dxn '/ Dt) -Cn "y.ecn" x. (Dyn "/ dt-dyn"' / dt) -Cn'x.ecn'y. (Dxn '/ dt-dxn "/dt)+Cn'y.ecn 'x. (dyn' / dt-dyn "/ dt) + Kn" x.ekn "y. (xn" -xn "") -Kn "y.ekn" x. (yn "-yn"')-Kn'x.ekn'y.(xn'-xn") + Kn'y.ekn'x. (yn'-yn") + Cn "x.ecn" y @ 2. (d @ n "/ dt-d @ n"'/ dt) + C n ″ y · ecn ″ x ＾ 2 · (dψn ”/ dt−dψn” ′ / dt) −Cn′x · ecn′y ＾ 2 · (dψn ′ / dt−dψn ”/ dt) −Cn′y · ecn'x ＾ 2 ・ (dψn '/ dt-dψn "/ dt) + Kn" x ・ ekn "y ＾ 2 ・ (ψn" -ψn "') + Kn" y ・ ekn "x ＾ 2 ・ψn ″ −ψn ″ ′) − Kn′x · ekn′y ＾ 2 · (ψn′−ψn ″) − Kn′y · ekn′x ＾ 2 · (ψn′−ψn ″) = 0 In ′ · d ( dψn '/ dt) / dt + Ib ・ d (dψb / dt) / dt + Cn'x ・ ecn'y ・ (dxn' / dt-dxn "/ dt) -Cn'y ・ ecn'x ・ (dyn '/ dt- dyn "/ dt) + Kn'x.ekn'y. (xn'-xn") -Kn'y.ekn'x. (yn'-yn ") + Cn'x.ecn'y ＾ 2. (dψn '/ dt-d @ n "/dt)+Cn'y.ecn'x@2.(d@n'/dt-d@n"/dt)+Kn'x.ekn'y@2. (@ n '-@ n ") + Kn'y.ekn Designed by structural analysis using 'xｘ2 ＾ (ψn'-ψn ")
It is a seismic isolation structure characterized by the following. 10.5.1.2.
4. Straight slope type restoring sliding bearing with a mortar-shaped seismic isolation plate
In case 249-12, the structure to be seismically isolated and the
An exemption provided between the structure supporting the structure to be shaken
Seismic sliding bearing (straight slope type restoring sliding with mortar-shaped base isolation plate)
Restoring springs (fixing device), dampers, laminated rubber, etc.
Seismic isolation structure supported and seismically isolated
In the body, in the equation of motion of claim 249-11,
Θnx and θny (n = 1 · 2... N) are expressed as √ (xb
When ＾ 2 + yb ＾ 2) ≦ L θnx = ｛θn '· √ (x2 ＾ 2 + y2 ＾ 2))-θ
n ′ · {(x1 ＾ 2 + y1 ＾ 2)} / (x2−x1) θny = {θn ′ · √ (x2 ＾ 2 + y2 ＾ 2)) − θ
n ′ · {(x1 ＾ 2 + y1 ＾ 2)} / (y2-y1) where the coordinates (x1, y1) at time t and the coordinates at time t + Δt
It is assumed that the target is (x2, y2). The coordinates at time 0 are (0,
0). When √ (xb ＾ 2 + yb ＾ 2)> L θnx = 0 θny = 0 Designed by structural analysis
It is a seismic isolation structure characterized by the following. 10.5.1.2.5. Gradient with columnar trough surface isolation plate
In the case of a mold restoring sliding bearing (1) In the case of n layers (there is eccentricity other than the seismic isolation layer) Claim 249-13 is the structure to be seismically isolated and the seismic isolation
Seismic isolator provided between the supporting structure and the supporting structure
Bearing (x-direction (orthogonal) seismic isolation, cylindrical valley surface isolation
Straight slope type restoring sliding bearing with plate), damper, laminated
Depending on the configuration of the restoration spring (including the fixing device) such as rubber
For seismic isolation structures that are supported or seismically isolated,
Expression (Symbol explanation is 10.5.1.1.2.
5.1.3.1. When the curvature θ is small, d (dx / dt) / dt + g {m1 · μR1x · sign (dx / dt + eR1y · dψ / dt) + m2 · μR2x · sign (dx) from (cos θ) ＾ 2 ≒ 1 / Dt + eR2y · dψ / dt) + ·· + mn · μRnx · sign (dx / dt + eRny · dψ / dt)｝ M M1 + ｛m1 · g / R1x · (x + eR1y · ψ) + m2 · g / R2x · (x + eR2y · + ・ · + mn · g / Rnx · (x + eRny · ψ)｝ / M M1 + Cb1x / MM1 · dxb / dt + Cb2x / MM1 · dxb / dt + · + Cbnx / MM1-dxb / dt + Cb1x / MM1 · ecb1y dt + Cb2x / MM1 · ecb 2y · dψb / dt + ·· + Cbnx / MM1 · ecbny · dψb / dt + Kb1x / MM1 · xb + Kb2x / MM1 · xb + ·· + Kbnx / MM 1 · xb + Kb1x / MM1 · ekb1y · ψb + Kb2x / MM1 · ekb2y · ψb + ·· + Kbnx / MM1 · ekbny ·· t-dx / Cx1 / MM1-ec1y · dψ1 / dt−K1x / MM1 · x1 −K1x / MM1 · ek1y · ψ1 = −d (dqx / dt) / dt d (d (x1) / dt) / dt + C1x / MM2 · dx1 / dt + C1x / MM2 ・ ec1y ・ dψ1 / dt + K1x / MM2 ・ x1 + K1x / MM2 ・ ek1yψψ1 -C2x / MM2 ・ (dx2 / dt-dx1 / dt) -C2x / MM2 ・ ec 2y ・ (dψ2 / dt-dψ1 / dt) ) −K2x / MM2 · (x2-x1) −K2x / MM2 · ek2y · ( ψ2-ψ1) = − d (dxb / dt) / dt−d (dqx / dt) / dt d (d (x2) / dt) / dt + C2x / MM3 · (dx2 / dt−dx1 / dt) + C2x / MM3 Ec 2y · (dψ2 / dt-dψ1 / dt) + K2x / MM3 · (x2-x1) + K2x / MM3 · ek2y · (ψ2-ψ1) -C3x / MM3 · (dx3 / dt-dx2 / dt) -C3x / MM3 ・ ec 3y ・ (dψ3 / dt-dψ2 / dt) -K3x / MM3 ・ (x3-x2) -K3x / MM3 ・ ek3y ・ (ψ3-ψ2) = -d (dxb / dt) / dt-d (dqx D (d (xn ″) / dt) / dt + Cn ″ x / MMn ′ · (dxn ″ / dt−dxn ″ ′ / dt) + Cn ″ x / MMn ′ · ecn ″ y (D @ n "/ dt-d @ n"'/ t) + Kn "x / MMn '. (xn" -xn "') + Kn" x / MMn'.ekn "y. ({n"-@ n "')-Cn'x / MMn'. (dxn '/ dt- dxn "/ dt) -Cn'x / MMn '・ ecn'y ・ (dψn' / dt-dψn" / dt) -Kn'x / MMn '・ (xn'-xn') -Kn'x / MMn '. Ekn'y. (Δn′−Δn ″) = − d (dxb / dt) / dt−d (dqx / dt) / dt d (d (xn ′) / dt) / dt + Cn′x / MMn · (dxn ′ / dt−) dxn "/dt)+Cn'x/MMn.ecn'y.(d@n'/dt-d@n"/dt)+Kn'x/MMn.(xn'-xn") + Kn'x / Kn'x / MMn / Ekn'y ・ (ψn'-ψn ") = -d (dxb / dt) / dt-d (dqx / dt) / dt d (dy / dt) / dt + g ｛m1 ・ R1y ・ sign (dy / dt −eR1x · dψ / dt) + m2 · μR2y · sign (dy / dt-eR2x · dψ / dt) + ·· + mn · μRny · sign (dy / dt-eRnx · dψ / dt)｝ M M1 + ｛m1 · g / R1y ・ (y-eR1xψ) + m2 ・ g / R2y ・ (ye R2xψ) ·· + mn · g / Rny · (y-eRnx · ψ)｝ / MM 1 + Cb1y / MM1 · dyb / dt + Cb2y / MM1 · dyb / dt + ·· + Cbny / MM1 · dyb / dt -Cb1y / MM1 · ecb1x · dbψ / dt−Cb2y / MM1 · ecb 2x · dψb / dt− ·· −Cbny / MM1 · ecnx · dψb / dt + Kb1y / MM1 · yb + Kb2y / MM1 · yb + ·· + Kbny / MM1 · yb−Kb1y / MM1 ・ bk −Kb2y / MM1 · ekb2x · ψb− ·· −Kbny / MM1 · ekbnx · ψb −C1y / MM1 · dy1 / dt + C1y / MM1 · ec1x · dψ1 / dt −K1y / MM1 · y1 + K1y / MM1 · ek1x · ψ1 = −d (dqy / dt) / dt d (d (y1) / dt) / t + C1y / MM2 ・ dy1 / dt-C1y / MM2 ・ ec1x ・ dψ1 / dt + K1y / MM2 ・ y1 -K1y / MM2 ・ ek1xψψ1 -C2y / MM2 ・ (dy2 / dt-dy1 / dt) + C2y / MM2 ・ ec 2x ・ (dψ2 / dt-dψ1 / dt) -K2y / MM2 ・ (y2-y1) + K2y / MM2 ・ ek2x ・ (ψ2-ψ1) =-d (dyb / dt) / dt-d (dqy / dt) / dt d (d (y2) / dt) / dt + C2y / MM3 · (dy2 / dt−dy1 / dt) −C2y / MM3 · ec 2x · (dψ2 / dt−dψ1 / dt) + K2y / MM3 · (y2-y1 ) −K2y / MM3 · ek2x · (ψ2-） 1) −C3y / MM3 · (dy3 / dt−dy2 / dt) + C3y / MM3 · ec3x · (d ／ 3 / dt−d) ψ2 / dt) −K3y / MM3 · (y3-y2) + K3y / MM3 · ek3x · (ψ3-ψ2) = − d (dyb / dt) / dt−d (dqy / dt) / dt ··· d (d (Yn ") / dt) / dt + Cn" y / MMn '. (Dyn "/ dt-dyn"' / dt) + Cn "y / MMn'.ecn" x. (D @ n "/ dt-dt @ n"'/ dt ) + Kn "y / MMn '. (Yn" -yn "') + Kn" y / MMn'.ekn "x. (” N "-ψn"')-Cn'y / MMn'. (Dyn '/ dt-dyn "/Dt)-Cn'y/MMn'.ecn'x.(d'n'/dt-d'n"/dt) -Kn'y / MMn '. (Yn'-yn") -Kn'y / MMn'Ekn'x · (ψn'-ψn ") = -d (dyb / dt) / dt-d (dqy / dt) / dt d (d (yn ') / d ) / Dt + Cn'y / MMn ・ (dyn '/ dt-dyn "/ dt) -Cn'y / MMn ・ ecn'x ・ (dψn' / dt-dψn" / dt) + Kn'y / MMn ・ ( yn′−yn ″) − Kn′y / MMn · ekn′x · ({n′−Δn ″) = − d (dyb / dt) / dt−d (dqy / dt) / dt I · d (dψ / dt) / dt + g {m1.μR1x.eR1y.sign (dx / dt + eR1y.d) / dt) + m2.μR2x.eR2y.sign (dx / dt + eR2y.dｄ / dt) +. + mn.μRnxn dx / dt + eRny ・ dψ / dt)｝ -g ｛m1 ・ R1y ・ eR1x ・ sign (dy / dt-eR1x ・ dψ / dt) + m2 ・ μR2y ・ eR2x ・ sign (dy / dt-eR2x ・ dψ / dt) +・+ Mn · μRny · eRnx · sign (dy / dt−eRnx · dψ / dt)｝ + m1 · g / R1x · eR1y · (x + eR1y · ψ) + m2 · g / R2x · eR2y · (x + eR2y · ψ) + ·· + mn g / Rnx · eRny · (x + eRny · ψ) -m1 · g / R1y · eR1x · (y-eR1x · ψ) -m2 · g / R2y · eR2x · (y-eR2x · ψ)-··· mn · g / Rny · eRnx · (y-eRnx · ψ) + Cb1x · ecb1y · dxb / dt + Cb2x · ecb2y · dxb / dt t + ·· + Cbnx · ecbny · dxb / dt −Cb1y · ecb1x · db2. dyb / dt---Cbny-ecbnx-dyb / dt + Cb1x-ecb1y {2-d} b / dt + Cb2 · Ecb2y ＾ 2 ・ dψb / dt + ・ · + Cbnx ・ ecbny ＾ 2 ・ dψb / dt + Cb1y ・ ecb1x ＾ 2 ・ dψb / dt + Cb2y ・ ecb2x ＾ 2 ・ dｄb / dt + ・. + Cbny ・ ecbnx2・ Ekb1y ・ xb + Kb2x ・ ekb2y ・ xb + ・ ・ + Kbnx × ・ ekbny ・ xb + b + ·· + Kbnx · ekbny ＾ 2 · ψb + Kb1y · ekb1x ＾ 2 · ψb + Kb2y · ekb2x ＾ 2 · ψb + ·· + Kbny · ekbnx ＾ 2 · ψb−C1x · ec1y · dx1 / dt + C1x / x1c e 1y · x1 + K1y · ek1x · y1 −C1x · ec1y ＾ 2 · dψ1 / dt−C1y · ec1x ＾ 2 · dψ1 / dt -K1x · ek1y ＾ 2 · ψ1 −K1y · ek1x ＾ 2 · ψ1 = 0 I1 · d (Dψ1 / dt) / dt + Ib · d (dψb / dt) / dt + C1x · ec1y · dx1 / dt −C1y · ec1x · dy1 / dt + K1x · ek1y · x1 −K1y · ek1 · y1 + C1x · ec1 ＾ 2 · 1 / ψ dt + C1y · ec1x ＾ 2 · dψ1 / dt + K1x · ek1y ＾ 2 · ψ1 + K1y · ek1x ＾ 2 · ψ1 −C2x · ec2y · (dx2 / dt−dx1 / dt) + C2y · ec2x · (dy2 / dt-dy1 / d ) −K2x · ek2y · (x2-x1) + K2y · ek2x · (y2-y1) −C2x · ec2y ＾ 2 · (Dψ2 / dt-dψ1 / dt) -C2y ・ ec2x ＾ 2 ・ (dψ2 / dt-dψ1 / dt) -K2x ・ ek2y ＾ 2 ・ (ψ2-ψ1) -K2y ・ ek2x ＾ 2 ・ (ψ2-ψ1) = 0 12 · d (dψ2 / dt) / dt + Ib · d (dψb / dt) / dt + C2x · ec2y · (dx2 / dt−dx1 / dt) −C2y · ec2x · (dy2 / dt−dy1 / dt) −C3x Ec3y · (dx3 / dt−dx2 / dt) + C3y · ec3x · (dy3 / dt−dy2 / dt) + K2x · ek2y · (x2-x1) −K2y · ek2x · (y2-y1) −K3x · ek3y · ( x3−x2) + K3y · ek3x · (y3-y2) + C2x · ec2y ＾ 2 · (dψ2 / dt−dψ1 / dt) + C2y · ec2 x ＾ 2 · (dψ2 / dt−dψ1 / t) −C3x · ec3y ＾ 2 · (dψ3 / dt−dψ2 / dt) −C3y · ec3x ＾ 2 · (dψ3 / dt-dψ2 / dt) K2x · ek2y ＾ 2 · (ψ2-ψ1) + K2y · ek2x ＾ 2 (ψ2-ψ1) -K3x ・ ek3y ＾ 2 ・ (ψ3-ψ2) -K3y ・ ek3x ＾ 2 ・ (ψ3-ψ2) = 0 In-d (dψn ″ / dt) / dt + Ib ・d (dψb / dt) / dt + Cn ″ x · ecn ″ y · (dxn ″ / dt−dxn ″ ′ / dt) −Cn ″ y · ecn ″ x · (dyn ″ / dt−dyn ″ ′ / dt) − Cnx.ecn'y. (Dxn '/ dt-dxn "/dt)+Cn'y.ecn'x.(dyn'/dt-dyn" / dt) + Kn "x.ekn" y. (Xn "-xn ″ ′) −Kn ″ y · ekn ″ x ・ (yn ″ −yn ″ ′) −Kn′x ekn'y. (xn'-xn ") + Kn'y.ekn'x. (yn'-yn") + Cn "x.ecn" y @ 2. (d @ n "/ dt-d @ n"'/ dt) + Cn " y · ecn ″ X ＾ 2 · (dψn ″ / dt−dψn ″ ′ / dt) −Cn′x · ecn′y ＾ 2 · (dψn ′ / dt−dψn ″ / dt) −Cn′y · ecn′x ＾ 2 · (dψn ′ / dt−dψn ”/ dt) + Kn ″ x · ekn ″ y ＾ 2 · (ψn ″ −ψn ″ ″) + Kn ″ y · ekn ″ x ＾ 2 · (ψn ″ −ψn ″ ′) −Kn′x · ekn′y ＾ 2 · (ψn′−ψn ″) − Kn′y · ekn′x ＾ 2 · (ψn′−ψn ″) = 0 In ′ · d (dψn ′ / dt) / dt + Ib D (d @ b / dt) / dt + Cn'x.ecn'y. (Dxn '/ dt-dxn "/dt)-Cn'y.ecn'x.(dyn'/dt-dyn" / dt) + n'x.ekn'y. (xn'-xn ") -Kn'y.ekn'x. (yn'-yn") + Cn'x.ecn'y ＾ 2. (dψn '/ dt-dψn "/ dt) + Cn′y · ecn′x ＾ 2 · (dψn ′ / dt−dψn ”/ dt) + Kn′x · ekn′y ＾ 2 · (ψn′−ψn”) + Kn'y · ekn'x ＾ 2 · (Ψn'-ψn ") Designed by structural analysis
It is a seismic isolation structure characterized by the following. 10.5.1.2.6. Gradient type with spherical isolation plate
In the case of the original sliding bearing, Claim 249-14 is the structure to be seismically isolated,
Seismic isolator provided between the supporting structure and the supporting structure
Bearing (slope-type restoring sliding bearing with spherical seismic isolation plate),
Restoring springs (including fixing devices) for dampers, laminated rubber, etc.
Seismic isolation structure supported and seismically isolated by the structure of
Rn in the equation of motion of claim 249-13
x and Rny (n = 1 · 2... n) are expressed as √ (xb ＾ 2 +
When yb ＾ 2) ≦ L 1 / Rnx = {1 / Rn'√ {x2 ＾ 2 + y2 ＾ 2))
−1 / Rn ′ · {(x1 ＾ 2 + y1 ＾ 2)} / (x2-
x1) 1 / Rny = {1 / Rn '· {(x2 ＾ 2 + y2 ＾)
2))-1 / Rn ′ · {(x1 ＾ 2 + y1 ＾ 2)} /
(Y2-y1) where the coordinates (x1, y1) at time t and the coordinate at time t + Δt
It is assumed that the target is (x2, y2). The coordinates at time 0 are (0,
0). When √ (xb ＾ 2 + yb ＾ 2)> L, it is designed by performing structural analysis by setting 1 / Rnx = 0 1 / Rny = 0.
It is a seismic isolation structure characterized by the following. 11. Combinations of seismic isolation devices and material specifications 11.1. Combination of seismic isolation devices to prevent torsion during seismic isolation
(Corresponding to diversity) 11.1.1. Combination of seismic isolation devices Claim 250 or claim 250-1 is not seismically isolated.
Even if the load / fixed load form of the structure
(Even in deformed form, deformed plane, eccentric load form), exempt
In each place of the structure to be shaken,
It is an invention of a seismic isolation structure that enables installation. Screw during seismic isolation
As a combination of seismic isolation devices that do not cause damage, 1) Bearings for seismic isolation and restoration For each of the seismic isolation and restoration bearings, slips with the same friction coefficient
Bearing (sliding bearing, rolling bearing) or same friction
Mortar with the same slope as the coefficient or the same coefficient of friction
It has restoration performance by gradient such as spherical surface with the same curvature
Using a sliding bearing (referred to as a slope-type restoring sliding bearing)
(Claim 250), 2) Use of damper Even if the bearing described in 1) is used, the damper is used.
The damper, the center of gravity of the
Use a rotation / torsion prevention device (see 10.) as long as possible
(Claim 250-1). 11.1.2. Explanation (1) Sliding bearing, friction type damping / suppression device and gradient type restoring slide
Use of bearings For seismic isolation, restoration, damping and suppression, use sliding bearings (slides).
Bearings, rolling bearings) and mortars or spherical surfaces
Bearings with resilient performance (gradient restoring sliding bearings
U. Curved gradient type restoring slide bearing and linear gradient type restoring sliding bearing
And ) And use only friction type damping / suppression device
Achieves the above object by being constituted by
Things. In other words, the same performance (same friction coefficient)
Various locations of moped sliding bearings (slip bearings, rolling bearings)
(Multiple locations), same performance (same friction coefficient, same slope / same)
Installation of various places of slope type restoring sliding bearings with a gradient of one curvature)
(Multiple locations), friction with the same performance (same friction coefficient)
Even if various types of damping / suppression devices are installed (multiple locations),
Load / fixed load due to changes in the planar shape (plan) of the structure
Can be changed, and even if there is load eccentricity,
There is no twisting movement, and clean seismic isolation becomes possible. What
To explain the slope-type restoration slide bearing,
The original sliding bearing is a curved slope type restoring slide bearing and a linear slope type restoring.
Including former sliding bearings. What is a curved slope-type restoring slide bearing?
Slip / roll surface is spherical or cylindrical trough or curved concave
Sliding with restoring performance formed by equal curve slope
Bearings, straight-slope restoring sliding bearings are sliding / rolling surfaces.
Straight slopes such as mortars (cones, pyramids, etc.) or V-shaped troughs
It is a sliding bearing that is formed by
You. (2) Use of fixed pin type fixing device Regarding wind sway fixing, use fixed pin type fixing device (connecting member).
(Excluding pin type)
This achieves the above object. (3) Combined use with anti-rotation and torsion devices.
Using a damper, damper, etc., with a large eccentricity)
But 10. When used in combination with the anti-rotation /
Is solved (see 10.3.). 11.2. Combination of seismic isolation devices to prevent resonance and torsion Claims 250-2 to 250-9 are used when seismic isolation is used.
The seismically isolated structure does not resonate and the seismically isolated structure twists
This is an invention of a combination of seismic isolation devices that prevents the occurrence of a vibration. Damper
When the displacement is suppressed by the use of (11.2.2.)
When displacement is not suppressed without using a damper (11.2.
1. )). Also, in each case
Means that the structure to be seismically isolated has
In the case of a high tower-like ratio structure that emerges and floats,
Low tower-like ratio structure. Also,
In each case, a heavy structure that does not shake with the wind,
It is divided into the case of a lightweight structure that shakes with the wind. 11.2.1. Displacement is not suppressed When the displacement is not suppressed because the damper is not used
But no torsion does not occur because no damper is used
Is possible. (1) Low tower ratio structure (does not float due to wind, etc.) Heavy structure (does not swing due to wind): Linear gradient-type restoring sliding support
The invention of claim 250-2 is a low tower which does not float due to wind or the like.
In the case of a weight structure that is a shape ratio structure and does not shake due to wind
Is a mortar with a sliding / rolling surface
・ Shaped by linear gradient such as pyramid) or V-shaped trough
Sliding bearings that have been formed and have resilience
The same performance (referred to as restoring slip bearing)
Seismic isolation characterized by being provided
It is a structure. The same performance of the linear gradient restoring sliding bearing
Means a material having the same coefficient of friction and the same gradient. Lightweight structure (swaying in the wind): Linear slope type restoring sliding bearing
+ Fixing device + Rotation / twist prevention device The invention according to claim 250-3, wherein the low tower does not float by wind or the like.
In the case of a lightweight structure that is a shape-ratio structure and swings by the wind,
As a seismic isolation device, it has the same performance
Thing is installed in each place, and fixed device and rotation, twist
It is characterized in that it is constituted by providing
This is a seismic isolation structure. (2) High tower-like ratio structure (floats by wind etc.) Heavy structure (not shaken by wind): linear gradient-type restoring support
Bearing + pull-out prevention device The invention according to claim 250-4, is a high tower-like ratio floating by wind or the like.
Exempt for heavy structures that are structural and do not shake due to wind
As a seismic device, it has the same performance as a linear gradient restoring sliding bearing.
Is provided at each installation site, and a pull-out prevention device is provided.
Seismic isolation structure characterized by comprising:
It is. Lightweight structure (swaying in the wind): Linear slope type restoring sliding bearing
+ Fixing device + Rotation / torsion prevention device + Pull-out prevention device The invention according to claim 250-5, wherein the high tower-like ratio which floats by wind or the like.
In the case of a structure and a lightweight structure that sways due to the wind, seismic isolation
The device has the same performance as the linear gradient restoring sliding bearing
Is installed at each installation location, and the fixing device and rotation / torsion prevention
It is constituted by providing a device and a pull-out prevention device.
It is a seismic isolation structure characterized by becoming. 11.2.2. Displacement suppression Seismic isolation by suppressing displacement by using a damper
Reduce the area of the dish and make the seismic isolation device itself compact
It becomes possible. Basically, 11.2.1. To Dan
By installing a par, rotation and torsion prevention to prevent twisting
Provision of equipment (except where already provided, duplicate
No need to provide). (1) Low tower ratio structure (does not float due to wind, etc.) Heavy structure (does not swing due to wind): Linear gradient-type restoring sliding support
250 + 6: bearing + damper + rotation / twist prevention device
The invention according to item (1) is a low tower-like ratio structure that does not float due to wind or the like, and
In the case of a heavy structure that does not swing due to wind,
In the case of a seismic isolation device,
Install one with one performance at each installation location, and
It is configured by providing a roll and twist prevention device.
A seismic isolation structure characterized by the following. Linear gradient type restoration slide
Bearings of the same performance have the same coefficient of friction and the same gradient
Say something with Lightweight structure (swaying in the wind): Linear slope type restoring sliding bearing
+ Fixing device + Rotation / torsion prevention device + Damper The invention of claim 250-7 is a low tower which does not float due to wind or the like.
In the case of a lightweight structure that is a ratio
When restraining the position, use a linear slope type
Provide the same performance of the original sliding bearing at each installation location, and
Provide a fixing device, a rotation / torsion prevention device, and a damper
Seismic isolation structure characterized by comprising:
It is. (2) High tower-like ratio structure (floats by wind etc.) Heavy structure (not shaken by wind): linear gradient-type restoring support
Bearing + pull-out prevention device + damper + rotation / twist prevention device The invention according to claim 250-8, wherein the high tower-like ratio floating by wind or the like.
In the case of a heavy structure that is a structure and does not shake due to wind,
In order to suppress noise, a linear gradient type restoration
Provide the same performance of the sliding bearing at each installation location, and
A pull-out prevention device, a damper, and a rotation / torsion prevention device are installed.
Seismic isolation structure characterized by being constructed by
It is a structure. Lightweight structure (swaying in the wind): Linear slope type restoring sliding bearing
+ Fixing device + Rotation / torsion prevention device + Pullout prevention device + D
The invention according to claim 250-9, wherein the high tower-like ratio floating by wind or the like
In the case of a structure and a lightweight structure that shakes with the wind, the displacement
In the case of restraint, use a linear gradient type restoring slide as a seismic isolation device.
A bearing of the same performance shall be provided at each installation location, and
Setting device, rotation / torsion prevention device, pull-out prevention device and damper
And is provided by providing
It is a seismic isolation structure. 11.3. Union of seismic isolation devices considering safety in case of excessive displacement
For the case of sliding type seismic isolation bearings,
The following are combinations of seismic isolation devices that take into account everything
Can be considered. 11.3.1. Seismic isolation device considering safety in case of excessive displacement
Combination 1 (1) First-class ground The first-class ground (Building Standards Law Enforcement Order 88
Article), in the case of sliding or rolling seismic isolation bearings
In many cases, no damper is required. (2) Type 2 ground, type 3 ground In the case of type 2 ground, type 3 ground, slip
In the case of type or rolling type seismic isolation bearing, a damper is required
Become. In that case, damper completely stops excessive displacement
(Strike at excessive displacement according to claim 192-5)
(See damper with hopper)
Damper with stopper and detachment prevention (seismic isolation support with detachment prevention
Support, disengagement prevention device). Claim 2
Claim 50-10 is its invention, Claim 192-5.
Use of the damper with stopper at the time of excessive displacement described, or
Damper with stopper for excessive displacement and prevention of detachment (prevention of detachment
By using the seismic isolation bearings with attachments
It is a seismic isolation structure characterized by being constituted. 12. New laminated rubber spring, restoration spring 12.1. New laminated rubber / spring Due to the problems of conventional laminated rubber described above, steel and rubber
And several layers of hard plates such as steel are laminated.
The center of the hard plate is hollow and the center is filled with a spring etc.
Take the configuration to make it. Claim 251 is the seismic isolation device,
It is also an invention of a seismic isolation structure. This invention
As an elastic body, elasticity is a characteristic of the material itself.
(E.g., rubber), non-elastic material
A member (spring) formed or processed to have elasticity
Etc.), and a substance or device having a magnetic force to attract iron
(Magnets, electromagnets, etc.) can be used.
If a non-elastic material is formed to have elasticity
Or processed parts or objects with magnetic force to attract iron
If quality or equipment is used, it may deteriorate over time
Is low, which is advantageous in terms of maintenance. 12.2. Restoring spring Installing a spring, etc. in the vertical type restores in any horizontal direction
Despite the performance, it has poor restoring force due to slight horizontal displacement.
However, adopting the following shape solves this problem.
You. Structure supporting the seismically isolated structure and the seismically isolated structure
A spring etc. is installed between the structure and the seismically isolated structure and seismic isolation
One of the structures supporting the structure to be
Insertion opening with skirt spread or insert with roller
And the end of the spring or the like is engaged therein.
Are engaged with the other structure. this thing
Moves the structure supporting the seismically isolated structure
And the spring etc. bends in the horizontal direction according to this trumpet shape etc.
The horizontal restoring force can be obtained even with a slight displacement,
In addition, this spring, etc., works on the seismically isolated structure
And the load on the seismically isolated structure is small.
Can be frustrated. Claim 252 is the seismic isolation device
And the invention of a seismic isolation structure thereby. B. Seismic isolation device and structural law 13. Structural design method using seismic isolation structure 13.1. High-rise building / structure Claim 253 is an invention of a seismic isolation structure,
Sliding seismic isolation device for objects and structures
・ Employs a sliding bearing, especially a rolling type sliding bearing,
The structure to be made is a structure with rigidity that can not be shaken by wind power
This achieves the above object. 13.2. Buildings and structures with high tower ratios
According to the tower ratio, the locking is smaller
The friction coefficient of the seismic isolation device and sliding bearing
Smaller. 13.4. Light-weight buildings and structures Light-weight buildings and structures whose natural period cannot be extended with conventional laminated rubber
The body can be seismically isolated with seismic isolation devices such as seismic isolation devices and sliding bearings.
It will work. 13.5. Traditional wooden detached house / lightweight (wooden / steel frame)
Detached house (1) Formation of base floor structure Regarding the formation of floor structure, the area around the fixing device is supplemented by bracing.
Strength, and all other parts are strengthened by bracing.
Lay structural plywood, etc. all over the table (horizontal material on the foundation)
And put the base (horizontal member) on it or
Either a standing method or a method using a diaphragm structure
From this, the support structure for the seismic isolation devices and sliding bearings will be created. Claim
Item 254 is the invention of the seismic isolation structure. Foundation (foundation)
Plywood for structural use, etc.
Put another base (horizontal material) on the top or stand upright.
In this way, the structural surface is formed in a structural plywood win
A support structure for seismic isolation devices and sliding bearings
The scheme has particular advantages. Specifically, seismic isolation devices
On the horizontal members on the foundation such as the base on which the sliding bearings are installed
Lay the structural plywood, etc. on the surface,
Place the frame) or stand upright. 14． Seismic isolation device design and seismic isolation device layout 14.1. Design of seismic isolation device (1) Design of restoration capability of restoration device In order to improve seismic isolation performance, in the case of a sliding type seismic isolation device,
Minimal restoring force that can restore by suppressing the restoring force of the original device
Method. To minimize resilience,
In a concave gravity restoring type sliding bearing, restoration is obtained.
The radius of curvature should be as large as possible.
In the restoring type, elastic force or
The spring constant should be as small as possible, and both should be seismically isolated
It is also necessary to lower the friction coefficient of the device and sliding bearing. So
This also improves seismic isolation performance. Claim
Item 256 is the invention of the seismic isolation structure. 14.2. Seismic isolation device arrangement by limited arrangement of restoration device
Equipped with two or more restoring devices, otherwise restoring
We assume seismic isolation sliding bearing without power. Also, if necessary,
Arrange the fixing device. This is also the position of the center of gravity
One or more, preferably two or more, only in the vicinity
It is good to do. Claim 255 relates to the seismic isolation structure.
It is an invention. 15. Rationalization of seismic isolation device installation and foundation construction 15.1. This construction method is suitable for general-purpose detached seismic isolation.
It is not specified), especially as a seismic isolation device for detached houses
There is a meaning. Traditional construction methods and prefabricated houses
The first problem with supporting seismic isolation devices is that the first floor beams and
Need a floor that can support it and how cheap it can be
The problem is that the prefab, conventional, 2x4
Make the difference in the construction method of the substructure (the structure to be seismically isolated)
The question of whether there is a universal method
Solving the problem of rigidity as a frame as a part structure
There is a need to. As a solution, on a solid foundation
Make a gap and hit another solid foundation (slab).
It is a method to put the seismic isolation device in between. Concrete construction method
To explain, a seismic isolation device was placed on solid foundation concrete.
Such as styrofoam that can be dissolved with an organic solvent.
Fill the gap with plastic and put concrete on it
Hit the toslab and wait until the concrete has hardened.
Dissolve the gap between plastics such as foam with organic solvent
When a space is created, it is supported only by seismic isolation devices on a solid foundation.
The concrete slab floats and the seismic isolation device
Movement becomes possible. And this concrete slab
By treating it as a construction site, the traditional construction method and prefab
Housing without being affected by differences in construction methods, such as construction methods and 2x4 construction methods
Can be built freely, giving freedom of superstructure
You. In addition, lack of rigidity as a frame as a superstructure
Is also solved by the rigidity of the slab. Seismic isolation device analysis
The center of gravity of the seismically isolated part, including the superstructure,
Lowering due to the weight of concrete slab
Can be approximated by the analysis of
When a light-weight detached house such as a wooden structure or steel frame
Can be used for uniform analysis.
It opens the possibility of general recognition. Also simply
Since it is the same as hitting the solid foundation (slab) twice,
Enable low cost. Claim 257: The seismic isolation
It is an invention of a structure. 15.2. Rationalization of installation of seismic isolation device Double seismic isolation plate with upper and lower plates integrated with fasteners, etc.
The anchor to the anchor bolt position on the foundation, and
And fix it. After that, non-payment of gaps etc. between the foundation
Fill with shrink mortar. And the non-shrink mortar sets
After that, tighten the anchor bolts between the foundation and the seismic isolation device.
By the above method, horizontality (parallelism) to the base can be obtained.
Of the seismic isolation device installed on the foundation
Problem is solved. Claim 258 is the seismic isolation structure
Invention. 15.3. Maintaining horizontality of sliding seismic isolation device Problems of maintaining horizontality during and after construction of sliding seismic isolation device
Is a slope that falls toward the inside of the building (and the center of gravity)
High and low slope).
You. Claim 259 is an invention of the seismic isolation structure. 16. Method of installing seismic isolation device on superstructure base or foundation 16.1. In the case of the unit construction method, the invention of claim 260 is seismically isolated, such as in a unit house.
The three-dimensional frame unit (hereinafter referred to as UNI
This is an invention in the case where a seismic isolation device is attached to the base.
Installing (reinforcement) foundations throughout the newly seismically isolated structure
This can compensate for the lack of rigidity of the lower member (base) of the unit.
This is a simple method, but it is expensive. So directly
A method of attaching the seismic isolation device to the unit is desired.
In many cases, the joints between the units are pins, and the units
If the joint is a pin, it is exempted by straddling both units.
It becomes unstable when a seismic device is installed. Solved that problem
This is the invention of claim 260. That is, one uni
(If you have an adjacent unit)
So that it can support adjacent units
Protrude and mount. Note that “Stable operation in one unit
"Attachment" means that the unit and the seismic isolation device are rigidly connected.
The number of joints between the unit and the seismic isolation device
It means to join by. 17． Combination The invention according to claim 261 is based on 1. ~ 15.3. The described invention
It is related to the combination of. 1. ~ 15.3. Stated
Seismic isolation device that meets various requirements by combining all inventions
Installation and bearing, and seismic isolation structure are possible. More than
Inventions of all claims (Claims 1 to 261)
Also includes each device and its seismic isolation structure.
You. 18. Seismic isolation equipment 18.1. Seismic isolation drainage system (1) General Claim 262 is the structure to be seismically isolated and the structure to be seismically isolated.
Guarantees flexibility between structures supporting structures
Structure to support seismically isolated structures
Drainage basin provided on the structure and seismic isolation protruding into it
And a drain on the structure side
Equipment for seismic isolation structure, or seismic isolation structure thereby
Invention. The inner dimensions of the drainage basin are expected to
It is a size combining the phase amplitude, the pipe size, and the allowance. Exhaustion
A lid that covers the water tank may be attached. (2) Double (or more) drainage basin method Claim 263 is a seismically isolated structure and a seismically isolated structure.
Guarantees flexibility between structures supporting structures
Structure to support seismically isolated structures
Drainage basin provided in the structure and drainage pipe protruding into it
Middle drainage basin with seismic isolation protruding into the middle drainage basin
And a drain pipe on the side of the structure
Equipment for seismic isolation structure to be identified, or seismic isolation structure thereby
The invention of the body. Match the inner dimensions of the drainage basin and the intermediate drainage basin.
The measured size is the expected seismic displacement amplitude and
Drain pipe dimensions and seismic isolation side drain pipe dimensions and margins
What is necessary is just to become more than the dimension which combined with.

DESCRIPTION OF THE PREFERRED EMBODIMENTS Seismic isolation device 1. Cross type seismic isolation device / slide bearing, or cross gravity restoration type
Seismic isolation device and sliding bearing 1.1. Cross-type seismic isolation device, sliding bearing, or cross gravity recovery
1 to 11 show a seismic isolation device and a sliding bearing according to claim 1.
(Hereinafter referred to as "seismic isolation device / slip bearing") or with restoration
The invention relates to the invention of a seismic isolation device and a sliding bearing, and has a concave sliding surface.
Part (sliding / rolling surface part, the same applies hereinafter) or flat sliding
The slide member 4 having the surface portion is
To make it seismically isolated and one-way (
The same shall apply hereinafter, and the word "also"
Means both "and") or omnidirectional
It is designed to have resilience. Crossed up and down
To engage, the angle of the slide member 4 in the cross direction
In some cases, the planes are
You. The upper slide member 4-a has a downward concave sliding surface.
Part or a flat type sliding surface,
The ride member 4-b has an upward concave sliding surface or a flat surface.
It has a mold sliding surface portion. Both are low on the sliding surface
Friction material may be used. Upper slide member
The combination of 4-a and lower slide member 4-b is as follows.
Can be considered. (1) Upper slide member having a downward concave sliding surface portion
4-a and a lower sliding portion having an upward concave sliding surface portion
Combination with material 4-b (see FIGS. 1 and 2). (2) Upper sliding part having a downward flat sliding surface part
Lower slide having a material 4-a and an upward concave sliding surface portion
Combination with member 4-b. (3) An upper slide member having a downward concave sliding surface portion
4-a and lower slide having an upwardly-facing flat slide surface portion
Combination with member 4-b. (4) An upper sliding portion having a downward flat sliding surface portion
Lower slide having a material 4-a and an upwardly facing flat sliding surface portion
(See FIG. 11). The above upper slide member 4-a and lower slide member 4-
b can be engaged and slid in the direction crossing each other.
The upper slide member 4-a is seismically isolated.
For the body 1, a structure that is seismically isolated from the lower slide member 4-b
Provided on the supporting structure 2. 1 and 2 show a downward concave
Upper sliding member 4-a having a mold sliding surface portion and
Combination with a lower slide member 4-b having a concave slide surface portion
It is. Figure 1 shows the upper slide member and lower slide part
The concave sliding surface in the long side direction of the material (4-a, 4-b) is trapezoidal
The short side direction is a flat sliding surface
This is the case where the intersection is made. Figure 2 shows the upper slide
The long side of the sliding member / lower sliding member (4-a, 4-b)
And the concave sliding surface portion is arc-shaped.
When the slide member is rounded in the short side direction.
You. In the case of a concave, it is composed of a trapezoidal straight line
And curves such as arcs, parabolas and splines.
In some cases. Upper slide member and lower slide part
Both materials slide with respect to the bottom of the concave sliding surface
It is dug down a little so that the member fits in.
In some cases, it is difficult to move. 1.2. Cross-shaped seismic isolation device, sliding bearing, cross gravity restoration type isolated
Intermediate sliding part of seismic device / sliding bearing FIGS.
An invention related to a seismic isolation device or a sliding bearing
You. A second aspect of the present invention is the downward concave type according to the first aspect of the present invention.
Upper sliding part having a sliding surface or a flat sliding surface
Material 4-a, upward concave sliding surface portion or flat sliding surface
Intermediate sliding between the lower sliding member 4-b having
It is an invention in which a portion 6 is provided, and an intermediate sliding portion 6 thereof,
The upper slide member 4-a and the lower slide member 4-b
Roller ball (bearing) 5-
e, 5-f may be provided. Figure 12 shows cross-shaped seismic isolation
13 to 17 are devices with a cross-shaped restoration
Seismic device and sliding bearing. FIG. 12 is a top view of the configuration of FIG.
Between the part slide member 4-a and the lower slide member 4-b
This is an embodiment in which the intermediate sliding portion 6 is interposed therebetween. in this case
Is formed in a cylindrical shape. Intermediate sliding part 6
And upper slide member 4-a, lower slide member 4-b
Rollers and balls at the top, bottom, and side positions where
(Bearings) 5-e and 5-f may be provided. Ma
In addition, this roller ball (bearing)
Advantageously, it takes the form of circulation by means of curling guidance. Figure
13 to 14 show the upper slide of the configuration of FIGS.
Between the member 4-a and the lower slide member 4-b,
This is an embodiment in which the sliding portion 6 is sandwiched. Upper slide member 4
-A downward concave sliding surface portion and a lower sliding member 4-b
The intermediate sliding part 6 is sandwiched between the upwardly facing concave sliding surface
Rarely, upper part (upper surface) 6-u of the sliding part of the intermediate sliding part 6
Has the same curvature as the downward sliding surface of the upper sliding member 4-a.
The lower part (lower surface) 6-l of the sliding part is
Of the sliding member 4-b so as to have the same curvature as the upward sliding surface.
To achieve. In this case, as shown in FIGS.
Upper slide member 4-a and lower slide part due to seismic amplitude
Even if the material 4-b is displaced, the upper part (upper surface) of the sliding portion 6
-U and a downward sliding surface portion of the upper sliding member 4-a, and
The lower portion (lower surface) 6-l of the sliding portion and the lower sliding member 4-b
The contact area with the upward sliding surface is the same,
This is advantageous in load transfer capability. As shown in FIGS.
(A) is a perspective view of the seismic isolation device and sliding bearing, (b)
(C) is a cross-sectional view, and (d) is a view of the seismic isolation device and sliding bearing.
Detailed perspective views, (e), (f), (g), and (h) show breaks at the time of amplitude.
(G) and (h) are at maximum amplitude, (e) and (f).
(E) and (g) when viewed from the base direction.
(F) and (h) are viewed from the direction facing the foundation direction.
It is a thing. Intermediate sliding portion 6, upper sliding member 4-
a, upper part 6-u contacting lower slide member 4-b, lower part
Roller ball (bearing) 5-
e, 5-f may be provided. This configuration has a sliding surface
Roller or ball always touches the concave spherical surface of
The same contact area is obtained even during vibration, and the vertical load
It is advantageous in transmission capacity. In addition, this roller
(Bearing) is circulated by the circulating rolling guide
It is advantageous to take the form of FIG. 15 corresponds to FIGS.
This is an embodiment in the case where the intermediate sliding portion 6 of the configuration 4 is a ball.
The downward sliding surface of the lower sliding member 4-a and the lower sliding
Between the ride member 4-b and the upwardly concave concave sliding surface,
An intermediate sliding portion 6 having a sliding surface portion of
Under the upper slide member 4-a in contact with the intermediate slide portion 6
Facing sliding surface, upward sliding surface of lower slide member 4-b
So that the section has the same curvature as the spherical intermediate sliding section 6.
To achieve. In this case, the upper slide member 4 depends on the earthquake amplitude.
-A and the lower slide member 4-b are displaced,
A downward sliding surface portion of the upper sliding member 4-a and a lower sliding surface portion.
Riding member 4-b with upward sliding surface and spherical intermediate sliding
The contact area with the part 6 is always the same, and the vertical load transfer
Advantageous in reachability. This intermediate sliding part 6 and the upper part
Contact with slide member 4-a, lower slide member 4-b
Roller or ball (bearing) 5-e, 5-
f may be provided in some cases. This configuration is suitable for concave spherical
And the roller and ball are always in contact, even when vibrating
The same contact area is obtained, which is advantageous in vertical load transmission capacity
It is. Also, this roller or ball bearing is
It is advantageous to adopt the form of circulation by the circulation type rolling guide.
is there. FIGS. 16 and 17 show the intermediate sliding portion of FIGS.
6 is an embodiment in the case of a triple intermediate sliding portion,
The portion 6 includes a first intermediate sliding portion 6-a and a second intermediate sliding portion 6-b.
And a third intermediate sliding portion 6-c. First intermediate slide
6-a is a downward concave sliding surface of the upper sliding member 4-a.
6-u (the upper part of the intermediate sliding part) having the same curvature as the part
(Upper surface) 6-u), with a concave sphere opposite to the convex
It has a planar sliding surface. The second intermediate sliding portion 6-b is
With the same spherical ratio as the concave spherical surface of the opposite part of the first intermediate sliding part
It has a convex sliding surface and a convex sphere on the opposite side of the convex.
It has a planar sliding surface. The second intermediate sliding portion 6-b is a ball
It can be in shape. The third intermediate sliding portion 6-c is a second intermediate sliding portion.
Concave surface having the same spherical ratio as the convex spherical surface of the opposite portion of the convex portion.
With a lower sliding part on the opposite side of the concave shape.
Material 4-b has a convex surface having the same curvature as the upward concave sliding surface portion
Has sliding surface 6-l (lower middle surface (lower surface) 6-l)
are doing. Then, the upper slide member 4-a and the lower slide
Between the first intermediate sliding portion 6-a,
The second intermediate sliding portion 6-b and the third intermediate sliding portion 6-c are
It is constituted by inserting. In this case, FIG.
As shown in (h), the upper slide member 4 depends on the earthquake amplitude.
-A and the lower slide member 4-b are displaced,
Upper middle slide part (upper surface) 6-u and upper slide member 4-
a downward sliding surface portion and lower portion of the intermediate sliding portion (lower surface) 6-
1 and the contact surface between the upper sliding surface portion of the lower sliding member 4-b
The product has the same area and is advantageous in vertical load transfer capacity.
It is. 16A to 17A show the seismic isolation device / slipper.
Perspective view of the bearing, (b) and (c) are sectional views, and (d) is
Detailed perspective views of the seismic isolation device and sliding bearing, (e) and (f)
(G) and (h) are cross-sectional views at the time of amplitude, and (g) and (h)
Is a diagram at the time of the maximum amplitude, and (e) and (f) are diagrams at the time of the middle of the amplitude.
(E) and (g) are viewed from the foundation direction, and (f) and (h) are
It is seen from the direction facing the foundation direction. This first
An intermediate sliding portion 6-a, a third intermediate sliding portion 6-c,
While the guide member 4-a is in contact with the lower slide member 4-b
Upper part of the sliding part (upper surface) 6-u, Lower part of the middle sliding part (lower surface)
Roller ball (bearing) at 6-l position
e and 5-f may be provided. This configuration is concave spherical
The roller or ball always touches the
The same contact area can be obtained even when the width is
Advantageous in power. Also, the second intermediate sliding portion 6-b
And the first intermediate sliding portion 6-a and the third intermediate sliding portion 6-c
Roller ball (bearing) provided at the contact position
This facilitates swinging, which is advantageous. In addition, this
Roller ball bearings are circulated by rolling guides.
Advantageously, it takes a circulating form. 1.3. Cross Gravity Restoration Type Pull-Out Prevention Device / Sliding Bearing Of the FIGS.
The invention relates to the invention described in any one of the items (1) to (4), and
The invention as set forth in No. 4024, wherein the pull-out preventing device of the invention is provided.
It has the function of the seismic isolation device with restoration of the invention described in the above.
Shows an example of gravity recovery type pull-out prevention device and sliding bearing
are doing. Specifically, claim 1 and claim 1
3. The concave concave sliding surface portion or the flat type of the invention according to item 2.
The upper member with a sliding surface has a long and narrow opening on the long side.
Forming a slide member 4-a having a slidable hole,
Downward with concave concave sliding surface or flat sliding surface
The member has a slide hole that is elongated horizontally on the long side.
Forming a sliding member 4-b,
Material in both slide holes in the direction crossing each other.
Slides and slides
Sliding member (upper sliding portion)
Material) Slide below the structure 1 that is isolated from 4-a
A structure that is isolated from the member (lower slide member) 4-b
Provided on the supporting structure 2 and combined with pull-out prevention function
It is a seismic isolation device with restoration and a sliding bearing. That is,
Upper slide of pullout prevention device in Japanese Patent No. 1844024
One of the sliding member 4-a and the lower sliding member 4-b
It has a concave sliding surface, and the other has the concave sliding surface.
Has a runnable sliding part or an inverted concave sliding surface
Configuration. As the location of the concave sliding surface (1) The lower part is placed on the upper member sandwiching the sliding hole of the upper sliding member.
(2) Up on the lower member sandwiching the slide hole of the upper slide member
(3) Lower to lower member sandwiching slide hole of upper slide member
(4) Up on the upper member sandwiching the slide hole of the lower slide member
(5) Lower to upper member sandwiching slide hole of lower slide member
(6) Up on the lower member sandwiching the slide hole of the lower slide member
6 types of concave concave sliding surfaces are considered, and the same applies to flat sliding surfaces.
(1) Lower the upper slide member with the slide hole
(2) Up on the lower member sandwiching the slide hole of the upper slide member
(3) Lower to the lower member that sandwiches the slide hole of the upper slide member
(4) Up on the upper member sandwiching the slide hole of the lower slide member
Orientation flat type sliding surface (5) Lower to upper member sandwiching slide hole of lower slide member
Orientation plane type sliding surface part (6) Upper part on lower member sandwiching slide hole of lower slide member
There are six types of orientation plane type sliding surfaces, and the combination of the above 12 types
Is done. Note that the concave shape is composed of trapezoidal straight lines.
And curves such as arcs, parabolas, and splines.
May be implemented. Upper slide member and lower slide
With respect to the bottom having a concave sliding surface, both
Is slightly dug down so that the slide member fits
In some cases, it is difficult to move by wind or the like. In addition, heavy
Upper slide member 4-a and lower slide member 4
-B means that there may be a gap,
Low friction with oil-impregnated metal and Teflon
There are examples. Sliding on the concave sliding surface part of the seismic isolation plate and the relevant part
The same applies to roller balls or sliding parts. below
The same applies to the embodiment. FIG. 3 shows the lower slide member 4-
The lower member sandwiching the slide hole of b has an upward concave concave sliding surface.
And a lower member sandwiching a slide hole of the upper slide member 4-a.
Example having a sliding portion capable of sliding on the concave sliding surface portion
It is. FIG. 4 shows a slide hole of the upper slide member 4-a.
The lower member has a concave concave sliding surface on the upper member
The upper member sandwiching the slide hole of the sliding member 4-b has
It is an embodiment having a sliding portion that can slide on a surface portion. FIG.
Is a lower member sandwiching the slide hole of the lower slide member 4-b
The upper sliding member 4-a
Sliding the concave sliding surface portion on the upper member sandwiching the sliding hole of
The upper slide member 4-a has a sliding portion
The upper member that sandwiches the ride hole has a downward concave sliding surface,
The upper member sandwiching the slide hole of the outer slide member 4-b.
An embodiment having a sliding portion capable of sliding on a concave sliding surface portion.
You. FIG. 6 illustrates a state in which the slide hole of the lower slide member 4-b is sandwiched.
The upper member has an upward concave sliding surface portion, and the upper sliding portion
The concave sliding surface portion is provided on the upper member sandwiching the sliding hole of the material 4-a.
It has a downward concave sliding surface that can slide
The lower member sandwiching the slide hole of the ride member 4-b is upwardly concave.
The upper sliding member 4-a has a mold sliding surface portion and slides.
A sliding part capable of sliding on the concave sliding surface part on a lower member sandwiching the hole
This is an embodiment having Also, the upside down may be possible.
That is, the upper slide member 4-a sandwiches the slide hole.
The member has a downward concave sliding surface portion, and the lower sliding member 4
-B slides the concave sliding surface portion on the upper member sandwiching the sliding hole of -b.
An upper slide member 4-a having a sliding portion capable of running;
Has a concave concave sliding surface on the lower member
And a lower member sandwiching a slide hole of the lower slide member 4-b
An upward concave sliding surface that can slide on the concave sliding surface.
This is the case. FIG. 8 shows the upper slide member 4-a.
The upper member sandwiching the slide hole has a downward concave sliding surface portion,
It contacts the upper member sandwiching the slide hole of the lower slide member 4-b.
It has an upward concave sliding surface that can slide on the concave sliding surface.
And sandwich the slide hole of the upper slide member 4-a.
The lower member has a downward concave sliding surface portion, and the lower slide member
The concave sliding surface portion is attached to the lower member sandwiching the sliding hole of 4-b.
It is an embodiment having a slidable upward concave sliding surface portion.
FIG. 9 relates to the invention according to claim 4 and relates to the upper slider.
The lower part of the upper member sandwiching the slide hole of the ride member 4-a
The lower sliding member 4-b has an
The downward concave sliding surface portion above the upper member sandwiching the ride hole
The concave concave sliding surface that can slide
A sliding surface of the upper slide member 4-a having a sliding surface;
The downward convex sliding surface portion is provided on the upper portion of the lower member sandwiching the id hole.
Upward convex sliding surface that can slide on, downward downward concave
A sliding hole for a lower sliding member 4-b having a sliding surface portion;
The downward concave sliding surface part slides on the upper part of the lower member sandwiching
It is an embodiment having a concave upward sliding surface portion. This figure
In 9th, despite the gravity restoration type, the upper slide
Between the sliding member 4-a and the lower sliding member 4-b.
No gap is required due to the vertical displacement of the slide member 4-a.
System is possible, and the gravity recovery type peculiar to seismic vibration
Backlash due to play due to direct displacement and withdrawal
Can solve the problem of shock. FIG. 10 shows claim 3.
The invention described in (Seismic isolation device / Sliding bearing according to claim 2)
,…)), The upper slide member and the lower slide
Reduces the friction coefficient of ride members and makes contact between sliding surfaces
Implementation when the intermediate sliding part 6 is provided to increase the area
It is an example. In this case, as shown in FIGS.
Upper slide member 4-a and lower slide due to earthquake amplitude
Even if the member 4-b is displaced, the upper part of the sliding portion (upper
Surface) Contact between 6-u and slide member (4-a, 4-b)
Area, slide part lower part (lower surface) 6-l and slide member
(4-a) The contact area with 4-b) is always the same.
Advantageously, it is advantageous in vertical load transfer capability. Contract
The invention according to claim 3 (the seismic isolation device / slip according to claim 2)
Another thing about ……) in the bearing is Figure 1
0, the upper slide member 4-a and the lower slide
Upper 6-u and lower 6-l positions in contact with ride member 4-b
And rollers or balls (bearings) 5-e, 5-
This is the case where f is provided. This configuration is
Rollers or balls always touch the concave spherical surface
The same contact area is obtained even during vibration, and the vertical load
It is advantageous in transmission capacity. Also, this roller or
Ball bearings are circulated by a circulating rolling guide.
Advantageously, it takes the form 2. Improvement of pull-out prevention device and sliding bearing 2.1. Pull-out prevention device with restoration / damping spring etc.
34 to 37 and FIGS. 52 to 56 are claims 5 to claims.
Item 7. An anti-pull-out device with a restoring / damping spring according to the invention of Item 7.
4 shows an embodiment of the mounting and sliding bearing F. Patent 18440
No.24 pull-out prevention device / slip bearing F, and 1.3.
Of the cross gravity restoration type pull-out prevention device and sliding bearing
Ride member 4-a, one of lower slide member 4-b or
On both sides or both sides of the slide hole
Elastic bodies such as air springs, rubber, laminated rubber, or magnets (same as magnets)
(Using the repulsive and attractive forces of the chief), etc.
25), and its spring 25 etc.
Position the other slide member at the center of the slide hole.
The structure A, which is seismically isolated after the earthquake,
To the original position, and the other slide member
It has a function of preventing collision with the end of the hole. Claim
The invention described in Item 5 is the pull-out prevention device disclosed in Japanese Patent No. 1844024.
The invention described in claim 6 is applicable to the stopping device / sliding bearing F.
Item 3. A pull-out prevention device with restoration and a slide bearing according to the invention described in Item 3.
Then, the restoring or damping spring 25 is moaned. Ba
Regarding the fixing of the spring 25, as shown in FIG.
One end is fixed to the end of the slide hole and the other end
The other end intersects via the slide stopper 4-p.
It is pressed against the slide member. The slide stopper 4
-P and the spring 25 are fixed. Also, in FIG.
Other, intersect without going through the slide stopper 4-p
When a spring or the like 25 is directly fixed to one of the slide members
There is also. Also, the springs 25 and the like intersect in a normal state.
Slide hole so that it does not touch the other slide member.
36 may be provided from the end to the middle of FIG.
Is an embodiment in this case. If it is halfway,
The main function of the shock absorber is to prevent collision with both ends of the id hole.
It is. With this configuration, from the sliding surface of the seismic isolation plate
Suppression is only possible at the time of earthquake amplitude when slipping parts may come off
When the amplitude of the earthquake in the seismic isolation plate is working, the restraint does not work and the seismic isolation
The effect that the seismic isolation performance by the installation is not reduced is obtained. FIG.
36, (a-1) (a-2) (a-3) (a-
4) is a perspective view of the slide stopper 4-P. (A-
1) One set in (a-2), one set in (a-3) (a-4)
(A-1) (a-2) and (a-3)
This is a type different from (a-4). Seismic isolation device
In the perspective view (a) and the sectional views (b) and (c) of the bearing,
(A-1) and (a-2) types are illustrated. (A-
1) (a-3) is a slide of the upper slide member 4-a.
(A-2) and (a-4) are lower stoppers.
The slide stopper 4-p of the ride member 4-b. FIG.
FIGS. 2 to 56 show the pull-out preventing devices and slides of FIGS. 43 to 47.
The bearing is provided with a restoring / damping spring or the like. Also,
FIG. 37 shows a restoring / damping spring and the like according to the seventh aspect of the present invention.
Shows an embodiment of a pull-out prevention device with a sliding support F.
You. A two-step spring or the like, whose elastic force changes in two steps,
Two-stage bullets of 25-a and the like 25-b
A seismic isolation plate that is provided with something that has sexual power, magnetic force, etc.
At the time of earthquake amplitude within the size of
To the original position and has the effect of restoring it to its original position
At the time of the earthquake amplitude when there is a possibility that the sliding part may come off from the surface,
25-b, such as a spring to prevent disengagement, works strongly, works and seismic isolation
Prevent the dish from coming off. In addition, conical coil springs and rubber
A spring whose elastic force, magnetic force, etc. change steplessly according to displacement
・ By using rubber, etc., slip from the sliding surface of the seismic isolation plate
Stronger suppression at the time of the earthquake amplitude when there is a possibility that the part may come off
Some work to prevent the seismic isolation plate from coming off. Also ammunition
Sexual and magnetic force, etc., between two stages and no stage, three stages, four stages
Stages ... Some stages change in multiple stages. In this case, more
A restoration / attenuation control device suitable for the characteristics can be realized. 2.
2. Pullout prevention device with rubber / rubber / spring etc.
FIGS. 21 to 33 show the spring according to the eighth aspect of the present invention.
Combined device with 25 and pull-out prevention device / sliding bearing F
An example is shown. Pull-out prevention in Japanese Patent No. 1844024
The positional relationship between the locking device / sliding bearing F and the spring 25 is as follows.
(1) Upper part sandwiching the slide hole of the upper slide member 4-a
Material or seismically isolated structure 1 and lower slide member 4-b
(2) Lower slide between upper member sandwiching slide hole of
Upper member and upper slide portion sandwiching slide hole of member 4-b
(3) upper part between the lower member sandwiching the slide hole of the material 4-a
The lower member and the lower slide sandwiching the slide hole of the slide member 4-a
Lower member or support sandwiching slide hole of ride member 4-b
And the structure 2 between the two. Also, the spring
25, etc., is one of the above (1), (2), (3)
In the case of places, (1) and (2), (1) and (3), (2)
In the case of two places in (3), three places in (1), (2) and (3)
In some places. FIGS. 21 to 22 show the upper slurry of (3).
A lower member sandwiching the slide hole of the guide member 4-a;
Between the sliding member 4-b and the lower member sandwiching the sliding hole.
25, etc., and slide the upper slide member 4-a.
The lower member sandwiching the hole and the upper flange of the spring 25 etc. are joined
The lower part sandwiching the slide hole of the lower slide member 4-b
The material is joined to the lower flange of the spring 25 etc.
It is an example. FIG. 21 of FIGS.
FIG. 22 shows a case where the height of the spring 25 is high.
It is. FIGS. 24 and 25 show the (1) seismic isolated structure
Upper part sandwiching the slide hole of body 1 and lower slide member 4-b
A structure in which a spring or the like 25 is installed between materials and seismically isolated
1 and the upper flange of the spring 25, etc.
Upper member sandwiching slide hole of guide member 4-b and spring 25
In this embodiment, the lower flange is joined to the lower flange. FIG.
FIG. 24 of FIGS. 4 to 25 shows a case where the height of the spring 25 is low.
FIG. 25 shows the case where the height of the spring 25 is high. FIG.
7 has springs 25 installed in two places (2) and (3)
In the case of the upper spring 25 etc., the lower slide part
Upper member sandwiching the slide hole of the member 4-b and the upper part of the spring 25 and the like
The flange is joined to the upper slide member 4-a.
The lower member sandwiching the id hole is in contact with the lower flange of the spring 25 or the like.
The lower spring 25 etc.
4-b and the upper member of a spring or the like 25 sandwiching the slide hole.
The flange is joined to the slide, and the lower slide member 4-a slides.
The lower member sandwiching the hole and the lower flange of the spring 25 etc. are joined
It is an embodiment that has been performed. FIGS. 29 to 30 show (1) and
A place where a spring 25 is installed in three places (2) and (3)
For the upper spring 25 etc., the seismically isolated structure 1
And the upper flange of the spring 25, etc.
Of the upper member sandwiching the slide hole of the
The lower flange is joined to the intermediate spring 25 etc.
Is an upper member sandwiching the slide hole of the lower slide member 4-b
And the upper flange of the spring 25, etc.
Of the lower member and the spring 25 etc.
The lower flange is joined to the lower flange.
Is a lower member sandwiching the slide hole of the upper slide member 4-a
And the upper flange of the spring 25, etc.
Of the lower member sandwiching the slide hole of the
This is an embodiment in which a lower flange is joined. FIG.
FIG. 29 out of FIG. 30 shows a case where the height of the spring 25 is low.
FIG. 30 shows a case where the height of the spring 25 is high. Ma
In addition, the seismic isolation device shown in FIGS.
If 25 is installed, vertical seismic isolation can also be obtained.
In addition, friction does not occur during compression or extraction.
You. Also, even if a vertically elastic spring 25 is used,
The anti-pull-out device / sliding bearing F prevents buckling of springs
The problem has been reduced. FIGS. 31 to 32 show pull-out prevention.
The device and the slide bearing F are installed in two rows, and the upper slide part of (3)
Structure that is seismically isolated from lower member sandwiching slide hole of material 4-a
Where a spring or the like 25 is installed between the support 2 and the structure 2
The lower part sandwiching the slide hole of the upper slide member 4-a
The material and the upper flange of the spring etc. 25 are joined and seismically isolated.
2 that supports the structure and the lower franc of the spring 25 etc.
This is an embodiment in which a laser diode is bonded to a laser diode. 31 to 32
FIG. 31 shows a case where the height of the spring 25 is low, and FIG.
This is the case where the height of the spring 25 is high. FIG. 23, FIG.
26, FIG. 28, and FIG.
As with the 30 seismic isolation device, a vertically elastic spring or the like 25
When the is installed, vertical seismic isolation can also be obtained. Vertically
Even if an elastic spring 25 is used, the pull-out prevention device
With the sliding bearing F, the problem of buckling of the spring etc. is reduced.
I have. 2.3. FIGS. 38 to 41 are diagrams showing the ninth to tenth aspects of the present invention.
Light pull-out prevention device and actual increase of pull-out prevention of sliding bearing
An example is shown. The invention according to claim 9 is based on Patent No. 18
For the pull-out prevention device and sliding bearing F of the invention in No. 44024
With a slide hole that is elongated in the top and side
Upper slide member 4-a and lower slide member 4-b
To the slide holes on both sides in the direction crossing each other.
Slide holes, slide holes on both sides
(4-av, 4-bv)
A device that is attached to enhance the pull-out prevention function. FIG.
8 slide holes (4-av, 4-bv) on both sides
When there is only one connecting member / engaging member 27, FIG.
FIG. 40 shows the case of four, and FIG.
When the number of connecting members / engaging members 27 of the mold is two,
Engaging the sliding member 4-a and the lower sliding member 4-b,
The pull-out prevention function has been enhanced. Claim 10
Ming is 1.3. Cross gravity restoration type pull-out prevention device / sliding support
OK, 2.1. Pull-out prevention device with restoration / damping spring, etc.
Bearing 2.2. Pull-out prevention with laminated rubber / rubber / spring etc.
Pull out each device of the compound device with the stop device and the slide bearing.
The anti-slip device and the sliding bearing are the same as in the ninth aspect.
Upper slide member 4-a and lower slide member 4-b
And make an elongated slide hole on top of
Connecting member / engagement that penetrates slide holes (4-av, 4-bv)
A device that enhances the pull-out prevention function by attaching the mixture material 27
It is. 2.4. New pull-out prevention device / sliding bearing (1) New pull-out prevention device / sliding bearing FIGS.
Fig. 4 shows an embodiment of a prevention device and a sliding bearing. FIG. 38 to FIG.
41 is an upper slide member 4-a and a lower slide member 4
FIG. 42 shows a case in which the upper part
The ride member 4-a and the lower slide member 4-b are
This is the case for lumber. Sliding hole 4-
v-upper slide member 4-a and lower slide member
4-b in a direction crossing each other, and
The engaging material 27 penetrating the ride holes (4-av, 4-bv) is removed.
And slides on it.
The lower slide is attached to the structure 1 whose base slide member 4-a is isolated.
A structure for supporting a structure that is isolated from the ride member 4-b
2 New pull-out prevention device
It is a bearing. Also, the same as the embodiment of FIGS.
In some cases, the engaging member 27 may be stopped at a plurality of places. Also on
The part slide member 4-a and the lower slide member 4-b are
It is a single material like 42, and a square connection like Fig. 41
There are two members / engaging members 27, and an upper slide member 4-a and
Engage with lower slide member 4-b to prevent pull-out
In some cases. (2) New pull-out prevention device / sliding bearing FIGS.
The embodiment of the new pull-out prevention device and the sliding bearing of the invention is shown.
You. According to the twelfth aspect of the present invention, as shown in FIG.
When the mechanism is single, the structure 1 to be seismically isolated and the seismic isolation
Between the structure 2 supporting the structure to be
It has a sliding member that is crowded, and the inner sliding part
The material 4-i is outside with room to slide horizontally.
Side slide member 4-o and
Slide member 4-i and the outer slide member 4-o.
One to the seismically isolated structure 1 and the other to the seismically isolated structure
Is provided by providing the structure 2 for supporting
It is. According to the thirteenth aspect of the present invention, as shown in FIG.
The structure 1 to be seismically isolated when the prevention mechanism is double or more
And the structure 2 supporting the structure to be seismically isolated
And has a plurality of enclosing sliding members.
The inner sliding member 4-i slides horizontally.
With room to cut, on the outer slide member 4-oi
Encased, this second slide member 4-oi is
With room for sliding in the horizontal direction, further outside
Wrapped in the slide member 4-o of
And the innermost slide member
4-i and one of the outermost slide members 4-o are isolated
To the structure 1 to be seismically isolated
This is a case where the structure is provided by providing the structure 2. This
The pull-out mechanism as in claim 13 (FIG. 58)
In the case of a child, double or more, the same depending on the multiplicity
To reduce the size of equipment that can handle earthquake amplitude
it can. Further, the method comprises the steps of:
Larger pull-out force than single pull-out mechanism
Wear. That is, the outer slide member 4-o is wrapped and held.
The larger the protrusion, the more difficult it is to cope with the pulling force. Its lack
It complements the point. FIG. 58 shows that the sliding direction is
FIG. 5 shows a case of unidirectionality (including round trip, the same applies hereinafter).
7 and FIG. 59 show the case of all directions. In all directions
May be circular (FIG. 59) or square (FIG. 57). Ma
Further, FIGS. 57 to 59 show slide portions in a wrapping relation.
(The inner slide member 4-i and the outer slide member
Between the sliding members 4-o), the intermediate sliding portion 6, or the roller
・ Intermediate sliding part 6 with ball (bearing), or
Cage 5-g with roller balls 5-e, 5-f
Is inserted. (3) New pull-out prevention device / sliding bearing FIG.
5 shows an embodiment of a pull-out prevention device and a sliding bearing. Up
Note (2) The new pull-out prevention device and sliding bearing device
This is the case where two sets are provided. The invention of claim 14 is
Structure supporting structure 1 to be isolated and structure to be isolated
A slide part provided between the body 2 and in a wrapping relation
There are two sets of upper and lower slide devices, which are connected to each other.
In each of the upper and lower slide devices,
The inner slide member 4-i can slide horizontally.
Wrapped in the outer slide member 4-o with room for
And the upper and lower two sets of slide devices
The upper set of the above is attached to the seismically isolated structure 1 and the lower set
Is provided on the structure 2 supporting the structure to be seismically isolated.
It is a case where it consists of. The invention of claim 15 is
Structure supporting structure 1 to be isolated and structure to be isolated
It is provided between the body 2 and has a double or more wrapping relation
A sliding device consisting of a sliding member
Are connected to each other and slide up and down
In the device, the innermost slide member 4-i is horizontal.
With the room to slide in the direction
The second slide part is wrapped in the
The material 4-oi has room to slide horizontally.
And further wrapped in the outer slide member 4-o.
, And the above and below
The upper set of the two sets of slide devices is
The structure 1 supporting the seismically isolated structure on the structure 1
This is a case where the structure is provided by providing the structure. Also,
FIG. 63 is a view showing the sliding members (the inner
Side slide member 4-i and outer slide member 4-o
In between, the intermediate slide 6 or the roller ball (be
Intermediate slide 6 with roller ring
The holder 5-g having the tools 5-e and 5-f is inserted.
If it is. (4) New Pull-out Preventing Device / Spring Bearing with Spring FIGS. 65 to 66 show a new pull-out prevention device according to claim 17.
Shows an embodiment of a spring prevention device and a sliding bearing.
You. Restoration spring for the new pull-out prevention device and sliding bearing
Claim 12, Claim 13, Claim
The seismic isolation device / sliding bearing according to claim 14 or claim 15.
And each inner slide member 4-i and outer slide
Between the member 4-o (FIG. 66) or a slide member
4-t and the outermost slide member 4-o
65 (FIG. 65), a coil spring (FIGS. 65 to 66),
To provide a leaf spring, a spiral leaf spring, rubber, a magnet, etc. 25
It has more resilience. In addition, FIGS.
The inner slide between the sliding members
Between the sliding member 4-i and the outer sliding member 4-o)
Intermediate sliding part 6, or roller ball (bearing)
Intermediate slide 6 with roller or roller ball 5-
When the retainer 5-g having e and 5-f is inserted
It is. 2.5. Gravity restoration type pull-out prevention device / sliding support
Bearing (1) Gravity restoration type pull-out prevention device / sliding bearing FIGS. 67 to 68 show the pull-out of the invention according to claim 18.
Prevention device / sliding bearing and gravity recovery type seismic isolation device / sliding bearing
(Compounded with Japanese Patent No. 1844024)
FIG. 1 shows an embodiment of the present invention.
Prevention device / sliding bearing and gravity recovery type seismic isolation device / sliding bearing
It is a united device. In other words, it is elongated horizontally on the long side.
Upper slide member 4-a having an opened slide hole and lower part
Part slide member 4-b,
So that it can engage with the other slide hole and slide.
The upper slide member 4-a and the lower slide member 4-b
One of which has a seismic isolation plate 3 with a concave sliding surface,
A roller that can slide on the concave sliding surface of the seismic isolation plate 3
The upper slide having a ball or a sliding portion 5;
A lower slide member is attached to the structure 1 from which the member 4-a is isolated.
4-b is provided on the structure 2 supporting the seismically isolated structure
Gravity recovery type pull-out prevention device / slip
It is a bearing. FIG. 67 shows a case where the seismic isolation plate 3 is below, and FIG.
8 is a case where the seismic isolation plate 3 is on the upper side. (2) Gravity restoration type pull-out prevention device / sliding bearing FIGS. 60 to 62 and FIG. 64 show the invention according to claim 16.
Shows an example of gravity recovery type pull-out prevention device and sliding bearing
are doing. 2.4. (2) New pull-out prevention device / slip
Claim 12 and Claim 1 wherein the bearing is of a gravity restoring type.
The seismic isolation device / slider according to claim 3, claim 14, or claim 15.
The slide member 4-
i, 4-o, the outer slide member 4-o is concave
It has a sliding surface, and the inner sliding member 4-i is
This is a case in which the mold sliding surface is configured to be slidable.
FIG. 60 shows a case where the pull-out and gravity restoring mechanism is single, and FIG.
62 to 62 show the case of double or more. 61 to 62.
Une, nested pull-out and gravity restoration mechanism, double or more
In the case of
The size of the cutting device can be reduced. FIG.
Indicates that the concave sliding surface is unidirectional (including round-trip
60 and 62).
Indicates that the concave sliding surface is omnidirectional concave, such as a mortar, spherical surface, etc.
Is the case. In the case of all directions, a disk (FIG. 62),
It may be a square plate (FIG. 60). Also, FIGS.
Is the inner slide between the enclosing slide members.
Between the ride member 4-i and the outer slide member 4-o)
In addition, the intermediate sliding part 6, or the roller ball (Bearing
Intermediate slide 6 or roller ball 5
When the retainer 5-g having -e and 5-f is inserted
It is. FIG. 64 shows claim 14 and claim 14.
The gravity recovery of the new pull-out prevention device and the sliding bearing described in Item 15
This is a case where two sets of upper and lower types are provided. (3) Gravity restoration type pull-out prevention device and slide bearing spring
The invention according to claim 17 is a gravity restoring type pullout prevention device.
This is the case with a spring for mounting and sliding support. Above gravity restoration
Standing type pull-out prevention device-When a recovery spring is attached to the sliding bearing
The seismic isolation device / sliding bearing according to claim 16,
And each inner slide member 4-i and outer slide
Between the member 4-o or the innermost slide member
Between the 4-i and the outermost slide member 4-o.
2 such as springs of leaf spring, leaf spring, spiral leaf spring, rubber, magnet, etc.
5 has a restoring force. Such as a spring
The configuration to be attached is described in 2.4. (4) New pull-out prevention device
It is the same as that of the bearing with spring. 2.6. Gravity restoration type seismic isolation device for pull-out prevention device and sliding bearing
Vertical displacement absorbing device for stationary / sliding bearing vibration 2.6.1. FIGS. 69 to 70 show an embodiment of the invention according to claim 19.
Is shown. The pull-out prevention of the invention in Japanese Patent No. 1844024
Stopping device and sliding bearing are gravity-isolating seismic isolation device and sliding bearing.
When used together, the vibration of gravity-restoring seismic
Adjust the width of the slide hole to the other
With enough vertical movement for the thickness of the slide member
However, when the pulling force acts due to wind, etc.
The other slide member is a slide hole
The impact runs. Therefore, the invention according to claim 19
Akira is a pull-out prevention device according to the invention disclosed in Japanese Patent No. 1844024.
・ In both or one of the sliding holes of the sliding bearing,
Hold the ride member with a spring (spring, rubber, magnet, etc.)
By attaching a member 4-c such as a plate
It is designed to prevent impact. 69 to 70
The other slide member is spring-loaded into one of the slide holes.
When a member 4-c such as a plate to be held down is attached
It is. FIG. 69 shows that when the spring or the like is the coil spring 4-s,
FIG. 70 shows a case where the spring is a leaf spring 4-fs. 2.6.2. Gravity restoration seismic isolation device, same curvature as sliding bearing
FIG. 7 shows an embodiment of the twentieth aspect of the present invention.
You. Patent No. 1844024 withdrawal prevention device of the invention
The sliding bearing is used together with the gravity restoring seismic isolation device and sliding bearing.
When the gravity-restoring seismic isolation device and the sliding bearing vibrate.
Adjust the width of the slide hole to the other
To allow for vertical movement in the thickness of the
However, when the pulling force acts due to wind, etc.,
Due to the gap, the other slide member bumps in the slide hole
The shock runs. Therefore, the invention described in claim 20
Is the pull-out preventing device of the invention in Japanese Patent No. 1844024.
In addition to the upper and lower slide members of the sliding bearing,
Of gravity-restoring seismic isolation device used, curvature of seismic isolation plate of sliding bearing
Gravity restoration type seismic isolation device with the same gradient as
・ Absorb vertical displacement during horizontal vibration of sliding bearing
It is a thing. In other words, the structure that is isolated by the seismic isolation device
Between the structure 1 and the structure 2 supporting the seismically isolated structure
A slide hole that is provided and is elongated on the long side
Upper slide member 4-a and lower slide member 4-
b is engaged with both slide holes in a direction intersecting each other.
And slide it up and down.
The gravity of the member / lower slide member used with the device
The same slope shape as the curvature of the seismic isolation plate of the restoring seismic isolation device and sliding bearing
And the upper slide member 4-a is seismically isolated.
The lower slide member 4-b is isolated from the structure 1 to be moved.
Structure provided by being provided on structure 2 that supports the structure
Is done. 2.7. Anti-pull-out device, intermediate sliding of sliding bearing
FIG. 18 is a perspective view of the invention according to claim 21.
Examples are shown, and the invention described in Japanese Patent No. 1844024 is described.
The slide hole of the upper slide member 4-a of the pullout prevention device.
Upper member for sandwiching the lower member and a slide hole for the lower slide member 4-b
Between the lower slide member 4-b and the upper member
Slide between the upper member sandwiching the through hole and the upper slide member 4-a.
Of the upper slide member 4-a between the lower member sandwiching the
The slide between the lower member sandwiching the ride hole and the lower slide member 4-b
An intermediate sliding part (slip) between the lower member sandwiching the ride hole
(Type) 6 is sandwiched. Individual intermediates in this case
The sliding portion 6 has a cylindrical shape. In addition, individual intermediate lubrication
The upper part (upper surface) 6-u of the sliding part 6 and the lower part (lower part) of the sliding part
Surface) 6-l is a friction surface having a low frictional resistance
Such processing is performed. Also, the upper sliding surface 6-u,
The lower part of sliding surface 6-l is concave such as cylindrical trough or V-shaped trough.
By using a convex sliding surface with a mold and the reverse
Noh is obtained. 2.8. Pull-out prevention device and intermediate sliding part of the sliding bearing (rolling
FIGS. 19 to 20 show an embodiment of the invention according to claim 22.
In the drawing, the pull-out prevention of the invention of Japanese Patent No. 1844024 is shown.
Upper slide member and lower slide of stop device and slide bearing
In order to reduce the friction coefficient generated between members,
Roller or ball between the sliding member and the lower sliding member
And a rolling-type intermediate sliding portion comprising: FIG.
9 is an upper slide member 4-a and a lower slide member 4-
b are in contact with each other, and for each contact surface,
Roller (bezel) on either upper or lower slide
Alling) 5-f. Also,
(The upper slide member 4-a and the lower slide member 4-b
Either the upper or lower slide member where it touches
2), some with ball (bearing) 5-e
You. In addition, in each contact surface, roller (bearing)
5-f, the position where the ball (bearing) 5-e is installed
The (slide member) may be upside down in the drawing.
FIG. 20 shows an upper slide member 4-a and a lower slide member.
Roller (bearing) 5-f on the contact surface with 4-b
The upper slide member 4-a and the lower slide
Rollers 5-f are in contact with each other at the contact portion of the guide member 4-b
Is taking the form of In addition, this roller (Bearing
G) 5-f is as shown in (b) and (c) sectional views.
In the form of circulation by the rolling rolling guide
You. In particular, FIG. 20 shows a mechanism for lowering friction only during pull-out.
Of the lower slide member 4-b which comes into contact at the time of withdrawal.
Low to both upper member and lower member of upper slide member 4-a
(Flange) 5-f is provided.
The rollers 5-f are in contact with each other. Also,
The upper slide part prevents the load from being applied during compression.
To prevent the material 4-a from contacting the lower slide member 4-b.
A gap is provided. Therefore, seismic isolation using this device
In the mechanism, the seismically isolated structure and the seismically isolated
The friction with the structure that supports the structure is controlled by other seismic isolation devices (Fig. 7).
8 double seismic isolation plate). Ma
Of course, the type that receives a load during compression,
The upper slide member 4-a and the lower slide portion during contraction
The material 4-b comes into contact and the friction is transferred to the upper slide member 4-b.
a and the roller between the lower slide member 4-b (Bearing
There is also a type that is received in (g). In addition, rolling type middle
The surface on which the sliding part rolls is concave, such as a cylindrical trough or V-shaped trough.
By using a convex sliding surface with a mold and the reverse
Noh is obtained. 2.9. 43 to 45 and FIGS. 52 to 54 describe claim 23.
1 shows an embodiment of the present invention. In patent 1844024
The horizontal dimension of the pull-out prevention device / sliding bearing of the invention is reduced.
The upper and lower slide members (4
-A, 4-b) slide open laterally on the long side
An intermediate slide member 4-m having a hole is provided.
You. Then, the upper slide member 4-a and the middle slide
The member 4-m is connected to the intermediate slide member 4-m and the lower slide.
In the direction intersecting with each other.
It is configured to engage with the ride hole and slide.
You. FIG. 43 shows a slide hole of the intermediate slide member 4-m.
There is an intermediate material 4-mm which forms a partition of FIG.
Has no 4-mm intermediate material. FIG.
The intermediate member 4-mm of the intermediate slide member 4-m of No. 3
Part slide member, lower slide member (4-a, 4-b)
Seismic isolation plates similar to the upper and lower seismic isolation plates (4-as, 4-bs)
Is formed. FIGS. 52 to 54 correspond to FIGS.
45 pull-out prevention devices, restoration to sliding bearings, damping springs, etc. 2
5 with pull-out prevention device with restoration / damping spring
It was a bearing. At the same time,
And the like 25 always keeps the intermediate slide member 4-m in a fixed position.
It has the effect of returning. FIGS. 43 to 45 and FIGS.
54 to 54, the upper slide member 4-a, the middle slide
Each slide of the ride member 4-m and the lower slide member 4-b
Sliding part 6, roller ball on the surface where
(Bearing) 5-e, 5-f may be installed
It is. In addition, the sliding surface can be cylindrical or V-shaped
By drawing it into a concave shape or vice versa,
Anti-recovery sliding bearing or rolling bearing
You. This device is described in 4. Double (or more than double) license
As with the shake plate seismic isolation device and sliding bearing, the slide member (4-
a, 4-b, 4-m)
Approximately half the size of the pull-out prevention device / slide bearing.
Because the middle slide member 4-m allows the upper part
Slide member and lower slide member (4-a, 4-b)
Dimensions when displaced from each other during an earthquake are maximum, upper slide
Sliding of member and lower slide member (4-a, 4-b)
Because it is possible to add up to the possible dimensions
is there. However, the size of the deviation is the middle part
It is subtracted by the width of the ride member. Q and its width
When the half of the maximum amplitude of the earthquake is L,
The size of the member / lower slide member is L + Q
Get better. In general, it should be
The above dimensions shall be used. On the other hand, conventional pull-out prevention device
Considering the bearing, the upper slide member and lower slide member
Is 2 × L + Q ′ (Q ′: upper slide member.
(Width in the short side direction of the lower slide member). Therefore, one
The size of the side is almost halved.
The problem that the sliding bearing takes up a lot of space is solved. 2.10. 46. Improvement of pull-out prevention device / sliding support FIG. 46 shows the invention according to claims 24 to 24-2.
Is shown. Long and narrow opening on the long side
Upper slide member 4-a having a slide hole and lower slide
Guide member 4-b in the direction intersecting each other.
The slide hole engages the ride hole and
The lower member 4-al, which constitutes the slide member 4-a,
Any of the upper member 4-bu constituting the ride member 4-b
, Or both, the upper slide member and the lower slide part
The material (4-a, 4-b) is not restrained in the vertical direction,
Is designed to slide only horizontally
is there. Then, the upper slide member 4-a is seismically isolated.
To be seismically isolated from the lower slide member 4-b.
The structure 2 supporting the structure.
You. Specifically, the lower member 4-al and the upper member 4-bu
Each has a hook (or hook)
The hook (or hook) is
Provided on opposite sides of the part / lower slide members 4-a, 4-b
So that it engages with the hook (or hook)
Be composed. Note that the hook and the hook
If the hook is concave, it may be convex.
If it is concave, it may be convex.
And either the hook or the hook
Is active and the other is passive, but the hook is active.
Not necessarily. Similarly, the catching part becomes passive
Not exclusively. The same applies hereinafter. FIG. 46 shows the upper part
The lower member 4-al, which constitutes the slide member 4-a,
Both the upper member 4-bu constituting the ride member 4-b are
For the upper slide member 4-a and the lower slide member 4-b,
And slide horizontally while being restrained in the vertical direction
It is configured as follows. Specifically, the top slide
Lower member 4-al constituting member 4-a, lower slide portion
Both the upper member 4-bu constituting the material 4-b are
The upper slide member 4-a and the lower slide member 4-b
By the shape that meshes in the ride direction, it is connected in the vertical direction
Shape that resists the pulling force and engages in this sliding direction.
It is configured to slide only horizontally along the shape
It is. The upper slide member 4-a is an upper seismic isolation plate.
3-a, the lower slide member 4-b is the lower seismic isolation plate 3-b.
This is also the case. The advantage of this invention is the upper seismic isolation
The whole is covered by the plate 3-a and the lower seismic isolation plate 3-b.
Closure is obtained, and 2.9. Pullout prevention device
・ Similar to the improvement of the sliding bearing, the horizontal dimension is pulled out by the conventional method.
Almost half of the anti-skid and sliding bearings. FIG.
Restoring / damping spring for the pull-out prevention device / sliding bearing of FIG. 46
25, etc., a pull-out prevention device with a restoration / damping spring
It is a sliding bearing. At the same time,
The damping spring 25 always returns the sliding member to a fixed position.
It has the effect. FIGS. 51 and 101 show claim 25.
1 shows an embodiment of the described invention. Claim 24, Claim
Item 24-2, the upper seismic isolation plate 3-a (the upper
Ride member 4-a) and lower seismic isolation plate 3-b (lower slide)
Between the member 4-b)
By providing a rolling type intermediate sliding part such as
This is an example in the case where it is implemented. 4.2.1.
3.1. Combined use of intermediate sliding part (spherical or mortar-shaped seismic isolation plate)
Is a restoring slide or rolling support with pull-out prevention device.
It will be accepted. FIG. 101 shows an embodiment in that case.
You. 49, FIG. 50, FIG. 93, and FIG.
2 shows an embodiment of the invention described in the section. FIG. 49, FIG.
Is the upper slide member 4-a lower member 4 of the embodiment of FIG.
-Al and the upper member 4-bu of the lower slide member 4-b
A slide hole 4-alv, 4-buv on one side
Rolling of the sliding intermediate sliding portion 6 or the ball 5-e
This is the one with the intermediate slide part. Also, the upper sly
The sliding member 4-a is for the upper seismic isolation plate 3-a and the lower sliding member.
4-b also serves as the lower seismic isolation plate 3-b. FIG.
FIG. 50 shows a case where a rolling type intermediate sliding portion such as
The case where the slide type intermediate sliding portion 6 enters is shown. This place
If this is the case, the device may not be a sliding or rolling bearing.
Sliding and rolling bearings with pull-out prevention devices
Also. Furthermore, the slide hole 4-alv has a hole shape.
And lower this ball 5-e
The shape of the slide hole 4-buv
The ball 5-e's head comes out and receives this ball 5-e
Lower member 4-a of the upper slide member 4-a
l, the upper member 4-bu of the lower slide member 4-b is pulled out.
By not touching each other at the time of
The lower member 4-al, the upper member 4-
The friction due to the seismic horizontal force of both bu is reduced. Also,
Construct upper slide member 4-a (upper seismic isolation plate 3-a)
Lower member 4-al, lower slide member 4-b (lower slide
Both the upper member 4-bu constituting the guide member 4-b)
Upper slide member 4-a and lower slide member 4 respectively
-B
The coefficient of friction is reduced by the ball 5-e
ing. In addition, 4.2.1.3.3.1. , Spherical and ground
The use of a pot-shaped seismic isolation plate requires the use of
Bearing or rolling bearing. FIG. 93 and FIG.
FIG. 93 shows an embodiment of the present invention.
In the case of a rolling bearing in which the intermediate sliding part enters, FIG.
This is the case of a sliding bearing in which a sliding-type intermediate sliding part enters. So
, The slide hole 4-alv and the slide hole 4-bu
As the hole shape of v, the intermediate sliding part is spherical or mortar-shaped
As the seismic isolation plate moves from the center to the periphery,
It is necessary to make the hole shape larger,
Then rattling occurs, so the intermediate sliding part lifts
The width of the hole from the center to the periphery
It is necessary to make it. Further, the invention according to claim 27
FIG. 94 showing an embodiment of the present invention includes an upper slide member 4-a.
Lower member 4-al (or lower switch)
Slide hole 4-al of the upper member 4-bu) of the ride member
v (or slide hole 4-buv)
The separated members 4-al1, 4-al2, 4-
Both ends of bu1, 4-bu2 are pinned with bolts 39 etc.
It is fixed so that it can rotate, and when force acts, both ends are pin-shaped
To increase the width of the hole shape.
ing. Lower slide member 4-b (lower seismic isolation plate 3-b)
Is similarly configured. This allows the device of FIG.
In comparison, rolling type such as sliding intermediate sliding part or ball
As the intermediate sliding portion goes to the periphery, the sliding hole 4-al
v (also slide hole 4-buv)
We cope by being easy. 46, FIG. 49,
In the configuration of FIGS. 93 and 94, as shown in FIG.
Part slide member 4-a and its lower member 4-al, and lower part
The slide member 4-b and the upper member 4-bu are
Ball (bearing) 5-e, roller at the contact point
-(Bearing) 5-f (ball 5 in FIG. 382).
-E), a method of reducing the coefficient of friction is conceivable. 2.11. Improvement of pull-out prevention device / sliding bearing FIGS. 47 to 48 are claims 28 to 28-2.
1 shows an embodiment of the invention described. Seismically isolated structures and isolation
Installed between the structure that supports the structure being shaken and
Upper part with a slide hole that is elongated on the side of the side
Slide member, middle slide member and lower slide member
And an upper slide member 4-a and an intermediate slide
A member 4-m, an intermediate slide member 4-m and a lower part thereof
The direction in which the slide members 4-b cross each other
So that it can slide into engagement with both slide holes.
And the lower member 4 constituting the upper slide member 4-a
-Al, upper member 4- constituting lower slide member 4-b
either or both of the bu are upper slide members 4-a
・ The lower slide member 4-b is restricted vertically.
While sliding horizontally.
You. And, the upper slide member 4-a is seismically isolated.
Structure in which the lower slide member 4-b is isolated from the structure 1
It is constituted by providing the structure 2 supporting the body.
Specifically, the lower member constituting the upper slide member 4-a
4-al, upper member 4 constituting lower slide member 4-b
-One or both of the bu are the upper and lower sliding parts
Hook portions provided on opposite sides of the members 4-a and 4-b
The upper slide part
For the material 4-a and the lower slide member 4-b,
It starts to slide horizontally while being restrained. Figure
47 to 48 show the upper slide member 4-a among them.
The lower member 4-al and the lower slide member 4-b
Both the upper member 4-bu to be formed is the upper slide member 4-bu.
a, the vertical direction is restricted with respect to the lower slide member 4-b.
That are configured to slide horizontally while moving
It is. Specifically, the upper slide member 4-a is configured.
The lower member 4-al and the lower slide member 4-b
Both of the upper members 4-bu are connected to the upper slide member 4 respectively.
-A, carved in the sliding direction of the lower slide member 4-b
The groove connects vertically and resists pull-out force
And only horizontally along the groove cut in this sliding direction
It is configured to slide. FIG.
During partitioning of slide hole of middle slide member 4-m
FIG. 48 shows an intermediate member of 4-mm.
There is no 4-mm. The advantages of this invention are:
That the body is covered and the hermeticity is obtained, and 2.9. ~
2.10. With pull-out prevention device and sliding bearing
In the same way, the horizontal dimensions are
Close to half. FIG. 56 is a drawing prevention device of FIG.
・ Restoring / sliding bearings are provided with restoration / damping springs 25 to restore
Pull-out prevention device with damping spring
You. Of course, similarly, FIG.
With a pull-out prevention device with a restoration / damping spring
It is possible to accept. At the same time, this restoration and attenuation
The spring 25 is effective for always returning the sliding member to the home position.
With fruit. 47, FIG. 48, and FIG.
Part slide member 4-a, middle part slide member 4-m, bottom
On the surface of each of the slide members 4-b that the slide members contact,
Intermediate sliding part 6, roller ball (bearing) 5-
It is conceivable to install e and 5-f. Furthermore, a cylinder
Concave type such as valley surface or V-shaped valley surface and vice versa
Restoring slide bearing with pull-out prevention device by using the surface
Or rolling support. 2.12. Improvement of pull-out prevention device / sliding bearing Claims 29 to 32 relate to the seismically isolated structure and the
Provided between the structure supporting the structure to be shaken and
The side and lower seismic isolation plates (3-a, 3-b) are (parallel
Up and down by sliding member 3-s connected vertically
Interconnected in one direction, thus resisting vertical pullout forces
It is an invention to do. Claim 29, Claim 29-2,
Horizontal direction while being restrained in the vertical direction with respect to the upper seismic isolation plate
To the lower seismic isolation plate in the vertical direction.
Up and down linkage that is configured to slide horizontally
The upper seismic isolation plate and the lower seismic isolation plate are raised
Connected in the downward direction, so that it can slide horizontally
A structure that is configured and seismically isolated from the upper seismic isolation plate
The lower seismic isolation plate to a structure supporting the structure to be isolated
Seismic isolation characterized by being provided
It is an invention of a device and a sliding bearing. Claim 29-2 is the pull
Up and down connecting slide with hook (or hook)
Sliding of the upper and lower seismic isolation plates (parallel opposite sides)
Engage with the hook (or hook) provided in the direction
By fitting, the upper and lower seismic isolation plates are vertically
Are connected to each other and can be slid horizontally.
And the structure to be isolated from the upper seismic isolation plate
A seismic isolation plate should be provided on the structure supporting the seismically isolated structure.
A seismic isolation device / slider characterized by comprising:
This is the invention of the bearing and the seismic isolation structure. Up and down
The position where the connecting slide member and the seismic isolation plate are connected is the seismic isolation plate.
Of opposite sides parallel to each other (outer guide type) or
Sliding surface (inner guide type) or both
Good (external guide type, inner guide type is explained in 10.1.
1. Same as if the reference and the guide were
Ji). Claim 29-3 is for the inner die vertical connecting slide member.
The invention has a hooking portion (or a hooking portion).
The lower connecting slide member is the upper and lower seismic isolation plates.
To the hooking section (or hooking section)
And is configured by meshing (entering) from the inside
It is. Claim 29-4 is the outer mold vertical connecting slide member
The invention has a hooking portion (or a hooking portion).
The lower connecting slide member is the upper and lower seismic isolation plates.
To the hooking section (or hooking section)
It is constructed by meshing (entering) from the outside
It is. Claim 30 is based on Claim 29 to Claim 29-
For the seismic isolation device and sliding bearing described in item 4,
Slide direction and slide against the lower seismic isolation plate.
Direction is the upper and lower connecting slu
Of seismic isolation devices and sliding bearings
It is an invention. Claim 31 is Claim 29 to Claim 29.
In the seismic isolation device and sliding bearing described in Item 30,
In the center of the ride member, freely swing the ball 5-e on the seismic isolation plate
Or a rolling element such as a roller 5-f rolls, or
A hole large enough for the intermediate slip part 6 to slide is made,
Rolling elements such as balls 5-e or rollers 5-f or
A seismic isolation device characterized by containing an intermediate slip portion 6
・ It is the invention of the sliding bearing. In addition, the vertical connecting slide member
Objects that can be put in the center of the
It may be your body. Claim 32 is the seismic isolation according to claim 31
In the device and sliding bearing, the upper seismic isolation plate and the lower seismic isolation plate
Concave shape such as mortar, spherical or cylindrical trough, V-shaped trough
A seismic isolation plate characterized by a seismic isolation plate with a sliding surface
It is an invention of a device and a sliding bearing. Upper seismic isolation plate, lower seismic isolation plate
At least one of them (or both) may be concave
The restoring function can be obtained by adopting the slip surface. Pussy
The concave surface makes the seismic isolation device have a restoration function
That's why. Therefore, the concave sliding surface portion in the present invention is:
What if the seismic isolation device can have a restoration function
Can be any shape, such as spherical, mortar-shaped, cylindrical trough
Combination of surface, V-shaped valley, polygon, sphere and mortar
Or a combination of a cylindrical trough and a V-shaped trough
Etc. can be used. Minutes from the above configuration
As described above, the configuration of the vertical connecting slide member 3-s is as follows.
2.10. Lower member for improved pull-out prevention device and sliding bearing
4-al, such that the upper member 4-bu is integrated.
You. The vertical connecting slide member 3-s is an inner die vertical connecting slide.
Id member 3-s type and outer type vertical connecting slide member 3-s type
Divided into two. Outer type vertical connecting slide member 3-s type
Can reduce the size. With the above configuration
2.10. (Excluding mortar and spherical bearing type) and 2.1
1. Now, the lower and lower slides that make up the upper slide
The upper member that constitutes the ride member, or the intermediate slide portion
The problem that the wood does not return to its original position naturally
The original position is naturally set as the member 3-s returns to the original position.
It will be resolved because it returns to. In addition, the upper and lower seismic isolation plates (3-
a, 3-b) use a concave sliding surface such as a mortar or spherical surface
Then, if you put the ball 5-e (bearing),
Function, restoration function and pull-out prevention function
It works. In addition, 2.10. Pull-out prevention device and sliding bearing
The lower member 4-al and the upper member 4- as shown in FIG.
bu no longer restrains the ball 5-e (bearing)
The seismic isolation performance. Examples will be described below. (1) Inner die vertical connecting slide member 3-s type FIGS. 394 to 395 are diagrams of claim 29 to claim 30.
This is an example of the seismic isolation plate (3-
a, 3-b) All of the sliding members 3-s are connected vertically.
This is a case in which the slide is performed by sliding (flat sliding type).
And the seismic isolation plates (3-a, 3-b) are
And connected to each other by the vertical connecting slide member 3-s
And resists vertical pullout forces. In the working diagram,
There is a hole in the center of the connecting slide member 3-s,
There may be no holes. FIG. 399 to FIG.
The seismic isolation plate having a flat sliding surface portion according to the embodiment of the above paragraph.
(3-a, 3-b) are balls 5-e (bearing)
In case of sliding due to rolling (flat rolling type)
is there. Isolation plates (3-a, 3-b) are parallel opposite sides
Then, they are mutually connected by the upper and lower connecting slide members 3-s.
And resists the vertical pullout force.
A hole is opened in the center of the door member 3-s, and the ball
5-e (bearing) enters and this ball 5-e (bear
Ring) has a flat sliding surface due to rolling
The shake plates (3-a, 3-b) slide. Fig. 404
405 is another embodiment of claim 31, wherein
Seismic isolation plates (3-a, 3-b) having a mold-type sliding surface
When sliding due to the sliding of the intermediate sliding portion 6 (intermediate
(Sliding part holding flat sliding type). Seismic isolation plates (3-a, 3
-B) is a sliding member connecting the upper and lower sides between the parallel opposite sides.
Are connected to each other by 3-s and resist pulling force in the vertical direction.
A hole is formed at the center of the vertical connecting slide member 3-s.
It is open, and the intermediate sliding part 6 enters, and this intermediate sliding
Seismic isolation plate having a flat sliding surface due to sliding of part 6
(3-a, 3-b) slide. That is, FIG.
9 to the ball 5-e (bearing) in FIG.
Instead, an intermediate sliding portion 6 is used. FIG. 409 to FIG.
410 is the invention of claim 32 (upper seismic isolation plate, lower seismic isolation
The dish has a mortar shape, a spherical shape, a cylindrical trough shape, and a V-shaped trough shape.
Seismic isolation devices and sliding bearings that are concave sliding surfaces
Seismic isolation plate with concave sliding surface such as mortar and spherical surface (3-
a, 3-b) rolling of the ball 5-e (bearing)
Example of sliding by concave (concave rolling type)
It is. Seismic isolation plates (3-a, 3-b) are the same on opposite sides
And connected to each other by the vertical connecting slide member 3-s
And resists the vertical pullout force.
A hole is opened in the center of the door member 3-s, and the ball
5-e (bearing) enters and this ball 5-e (bear
Rolling of the ring) makes the mortar or spherical concave
Of the seismic isolation plates (3-a, 3-b)
Do. 414 to 415 show the invention of claim 32.
(The upper seismic isolation plate and the lower seismic isolation plate are
Seismic isolation device with concave sliding surfaces such as cylindrical troughs and V-shaped troughs
And sliding bearings), concave sliding surfaces such as mortars, spherical surfaces, etc.
The seismic isolation plates (3-a, 3-b) having
When sliding due to sliding (concave sliding type)
This is an example. Seismic isolation plates (3-a, 3-b) are parallel
The opposite sides are mutually connected by the vertical connecting slide member 3-s.
To resist the pulling force in the vertical direction.
There is a hole in the center of the slide member 3-s, and there
The intermediate sliding portion 6 enters, and the sliding of the intermediate sliding portion 6 causes
Seismic isolation plate with concave sliding surface such as mortar or spherical surface
(3-a, 3-b) slide. That is, FIG.
9 to the ball 5-e (bearing) in FIG.
Instead, the intermediate sliding portion 6 is used. Also here
Implementation using rolling elements other than the rollers and balls listed in
Examples or embodiments using other concave sliding surfaces are also conceivable.
It is. (2) Outer die vertical connecting slide member 3-s type FIGS.
This is an example of the seismic isolation plate (3-
a, 3-b) sliding between each other
(Planar sliding type). And the seismic isolation plate (3-a, 3
-B) is a sliding member connecting the upper and lower sides between the parallel opposite sides.
Are connected to each other by 3-s and resist pulling force in the vertical direction.
Oppose. FIGS. 401 to 403 show an embodiment according to claim 31.
And a seismic isolation plate (3-a, 3
-B) due to the rolling of the ball 5-e (bearing)
Sliding (flat rolling type). Seismic isolation plate
(3-a, 3-b) are connected vertically by parallel opposite sides
Are connected to each other by a slide member 3-s,
It resists the pull-out force, and this vertical connecting slide member 3-s
There is a hole in the center, where a ball 5-e (Barry
The ball 5-e (bearing) rolls
The seismic isolation plate (3-a,
3-b) slides each other. FIG. 406 to FIG. 408
32. An embodiment according to claim 31, having a flat sliding surface portion.
The seismic isolation plates (3-a, 3-b) are all
When sliding by sliding
Type). Seismic isolation plates (3-a, 3-b) are parallel
The opposite sides are mutually connected by the vertical connecting slide member 3-s.
To resist the pulling force in the vertical direction.
There is a hole in the center of the slide member 3-s, and there
The intermediate sliding portion 6 enters, and the sliding of the intermediate sliding portion 6 causes
Seismic isolation plate (3-a, 3-b) having a flat sliding surface
Each other slides. That is, in FIGS.
The intermediate sliding portion 6 in place of the ball 5-e (bearing)
Used. 411 to 413 correspond to claim 3
Item 2 of the invention (the upper seismic isolation plate and the lower seismic isolation plate are
On concave sliding surfaces such as planar or cylindrical trough, V-shaped trough, etc.
Among certain seismic isolation devices and sliding bearings), concaves such as mortars and spherical surfaces
The seismic isolation plates (3-a, 3-b) having the
5e slides by rolling
(Concave rolling type). Seismic isolation plate (3-
a, 3-b) is a pair of parallel opposite sides,
Are connected to each other by the vertical
The central part of this vertical connecting slide member 3-s resists force.
There is a hole in the ball 5-e (bearing)
And the ball 5-e (bearing) rolls
Seismic isolation plate with concave sliding surface such as mortar or spherical surface
(3-a, 3-b) slide. FIG. 416 to FIG.
418 is the invention of claim 32 (upper seismic isolation plate, lower seismic isolation)
The dish has a mortar shape, a spherical shape, a cylindrical trough shape, and a V-shaped trough shape.
Seismic isolation devices and sliding bearings that are concave sliding surfaces
Seismic isolation plate with concave sliding surface such as mortar and spherical surface (3-
a, 3-b) slide by the sliding of the intermediate sliding portion 6.
This is an embodiment in the case of a sliding (concave sliding type). Seismic isolation plate
(3-a, 3-b) are connected vertically by parallel opposite sides
Are connected to each other by a slide member 3-s,
It resists the pull-out force, and this vertical connecting slide member 3-s
There is a hole in the center, where the intermediate sliding part 6 enters,
The intermediate slide 6 slides into a mortar or spherical surface.
-Isolating plates (3-a, 3-b) with concave sliding surfaces
Slides. That is, the buttons in FIGS.
Use the intermediate slide 6 instead of the 5-e (bearing)
It was used. As described above, the seismic isolation plates (3-
a, 3-b) and a friction member between the upper and lower connecting slide members 3-s
As a method of reducing the number, as shown in FIG.
Between the ball (bearing) 5-e, roller (Bearing)
G) It is conceivable to sandwich 5-f. FIG. 383 shows up and down
Roller ball (Barely) is connected to the connecting slide member 3-s.
Ling) 5-e and 5-f are provided (the ball 5 in FIG. 383).
-E), where rolling reduces frictional resistance on the side
It is. In addition, other than the rollers and balls listed here
Examples using rolling elements or other concave sliding surfaces
An embodiment using the same is also conceivable. Further, 4.1.2. as well as
4.3. In the same way as above, multi-layer seismic isolation plates will be possible. (3) Inner die / outer die vertical connecting combination slide member 3-s type Also, a combination slide part of inner die vertical connecting and outer die vertical connecting
There is also a material type. Specifically, as this type, the upper seismic isolation plate and the upper
The lower connecting slide member is (1) Inner die vertical connecting slide
3-s type member, lower seismic isolation plate and vertical connecting slide
The material is (2) an outer type vertical connecting slide member 3-s type.
When the upper seismic isolation plate and the vertical connecting slide member
(2) Upper and lower connecting slide member 3-s type, lower side
(1) Inner vertical connection
In some cases, the slide member is of the 3-s type. 3. Pussy
Of damper function and first sliding trend of type seismic isolation device and sliding bearing
Top 3.1. FIGS. 71 to 72 show an embodiment of the invention according to claim 33.
Is shown. Immunity with flat or concave sliding surface
In seismic isolation devices and sliding bearings consisting of shaking plates and sliding parts,
Or have a downward-facing flat or concave sliding surface
An upper seismic isolation plate and an upward flat or concave sliding surface
Upper seismic isolation plate and lower seismic isolation plate
Intermediate slide or roller ball (Barry
Intermediate slides or roller balls with
At or before the seismic isolation device / sliding bearing
The upper and lower surfaces are located between the upper and lower seismic isolation plates.
One or more intermediate seismic isolation plates with sliding surfaces
Between the seismic isolation plates that overlap each other
Intermediate sliding part with roller ball (bearing)
Is a roller ball (these are referred to as "intermediate sliding parts, etc.")
The seismic isolation plate is attached to the seismic isolation device
The coefficient of friction at the center is small, and the coefficient of friction around the seismic isolation plate is
Composed of having large seismic isolation plates. Seismic isolation plate
Reducing the coefficient of friction at the center increases the seismic isolation sensitivity.
Will be. In other words, the sliding part starts sliding first
Increased seismic isolation sensitivity by reducing the magnitude of seismic force
I can do it. Also, increase the coefficient of friction at the periphery.
This leads to the suppression of amplitude due to the earthquake. Therefore real
The example is divided into three. 1) Reduce the coefficient of friction at the center of the seismic isolation plate. 2) Increase the coefficient of friction around the seismic isolation plate. 3) Reduce the friction coefficient at the center of the seismic isolation plate, and
To increase the coefficient of friction at the periphery of. Regarding 3), reduce the coefficient of friction at the center of the seismic isolation plate 3.
And gradually or stepwise as you go to the periphery of the seismic isolation plate.
There is also a method of increasing the coefficient of friction according to the order. FIG.
In the case of the seismic isolation plate 3 having a flat sliding surface, FIG.
In the case of a seismic isolation plate 3 having a sliding surface,
Friction coefficient increases from center to periphery
This is an example. The rate of increasing the coefficient of friction is constant
Is proportional to the square or nth power
Case, geometric progression case, geometric progression case,
It may be a special function. Here, the upper seismic isolation plate and the upper
Differences in terms between the seismic dish, lower seismic isolation dish, and lower seismic isolation dish
Let me explain. When there are three seismic isolation plates, the upper seismic isolation plate and the middle
It consists of a base isolation plate and a lower isolation plate. Middle seismic isolation
The plate serves as both the lower and upper seismic isolation plates, and
In relation, it becomes the lower seismic isolation plate.
Nari), the upper seismic isolation plate in relation to the lower seismic isolation plate. What
The upper (side) seismic isolation plate is the upper seismic isolation plate and the upper seismic isolation plate.
Represent. The same applies to the lower (side) seismic isolation plate. Also on the upper side
(Part) The seismic isolation plate means the upper seismic isolation plate and the upper seismic isolation plate. under
The same applies to the side (part) seismic isolation plate. 3.2. The invention according to claim 34 is characterized by having a concave sliding surface portion.
In seismic isolation devices and sliding bearings consisting of shaking plates and sliding parts,
Or have a downward-facing flat or concave sliding surface
An upper seismic isolation plate and an upward flat or concave sliding surface
Upper seismic isolation plate and lower seismic isolation plate
Intermediate slide or roller ball (Barry
Intermediate slides or roller balls with
In the seismic isolation device / sliding bearing,
Concave sliding surface on one or both of the seismic dish and lower seismic isolation dish
Or the upper seismic isolation plate and the
1 with a sliding surface on both the upper and lower surfaces in the middle of the lower seismic isolation plate
One or more intermediate seismic isolation plates are sandwiched, and overlapping
An intermediate slide or roller ball (be
Intermediate slide or roller ball with alling)
(The above is referred to as "intermediate sliding part, etc.")
For seismic devices and sliding bearings, the radius of curvature of the center of the seismic isolation plate
Or reduce the radius of curvature at the periphery, or
Or decrease the radius of curvature from the center to the periphery
Steep slope to reduce the amplitude of sliding parts during an earthquake.
It is to suppress. Also, by changing the curvature,
Also has the effect of not causing resonance with the earthquake cycle.
Have. The shape of the seismic isolation plate also includes concave surfaces such as omnidirectional spherical surfaces.
And unidirectional (including round trip, the same applies hereinafter)
Some have concave surfaces. Change the rate of curvature change stepwise
, Change at a fixed rate (simple proportion,
When proportional to the square or nth power, for arithmetic sequences, equal ratio
(For sequences and special functions). 3.3. Changes in coefficient of friction and changes in surface curvature In addition, 3.1. 2. change in friction coefficient of
2. Using both the change in the curvature of the
How to improve the damper function of the bearing and the initial sliding
There is also. 4. Double (or more than double) seismic isolation plate seismic isolation device, gravity recovery
Original seismic isolation device 4.1. Double (or more than double) seismic isolation plates
Bearing 4.1.1. Double (or more than double) seismic isolation plate seismic isolation device
・ Sliding bearing FIGS. 73 to 109 describe claims 35 to 36.
(Or more than double) seismic isolation plate seismic isolation device
5 shows an embodiment of the bearing. This double (or less than double)
Above) The seismic isolation plate seismic isolation device / sliding bearing consists of:
(The seismic isolation device consisting of sliding parts and seismic isolation plates
The mounting and sliding bearing is referred to as "single seismic isolation plate seismic isolation device / sliding bearing."
U). Sliding surface formed by downward flat or concave surface
Upper seismic isolation with (flat or concave sliding surface)
Slip formed by a plate 3-a and an upwardly facing flat or concave surface
Lower part with surface (flat sliding surface or concave sliding surface)
The seismic isolation plate 3-b vertically overlaps. Also, this upper seismic isolation
Intermediate between plate 3-a and lower seismic isolation plate 3-b, both top and bottom
One or more intermediate seismic isolation plates 3 with a sliding surface
-M may be interposed, and double (or double or more)
) Configure the seismic isolation plate seismic isolation device and sliding bearing. And on
Attach the seismic isolation plate 3-a to the structure 1 to be isolated, and
For the structure 2 supporting the structure 1 that is isolated from the shake plate 3-b
Attach. 73 to 75 do not have the intermediate sliding portion 6
78 to FIG. 109 show the intermediate sliding portion 6 or
Intermediate sliding part 6 with roller ball (bearing)
(= Retainer 5-g). FIG. 73 (a)-
(D) is the double seismic isolation plate (upper seismic isolation plate 3-a, lower seismic isolation plate)
In the case of 3-b), FIGS. 74 (a) and 74 (b) show triple seismic isolation plates.
(Upper seismic isolation plate 3-a, middle seismic isolation plate 3-m, lower seismic isolation plate 3
-B), and also consider the case of quadruple or more seismic isolation plates.
available. I think that the seismic isolation performance will increase if the number of layers is increased
Can be Note that FIGS. 73 (c) and (d) show Patent 18440.
It is a comparison diagram of size with seismic isolation restoration device in No.24
(C) is the seismic isolation restoration device in Patent No. 1844024,
(D) Case of seismic isolation device and sliding bearing with double seismic isolation plate
It is. Double (or more than double) seismic isolation plates
The structure of the bearing will be described. First, the size of the seismic isolation plate
Is the maximum amplitude due to the earthquake (on the seismic isolation plate
Divided by the number of seismic isolation plates)
For example, in the case of a double seismic isolation plate, half the maximum amplitude of the earthquake)
Almost good. This is because the seismic isolation plates of the same size
In order to take the above configuration, the seismic isolation plates do not
Of the structure A to be seismically isolated at the point of contact
It is only necessary to obtain the minimum area that can transmit the load.
If the minimum area is the square of Q, consider a square case
Then, one side becomes better with Q. Seismic isolation plates for maximum amplitude of earthquake
If the dimension divided by several minutes is L / number of seismic isolation plates, double or more
In case of seismic isolation plates, the upper and lower seismic isolation plates are shifted from each other.
Considering the shape, the size of one side of the seismic isolation plate is L / isolation
The number of shaking plates + Q is sufficient. In general,
Dimensions that allow for or are larger. Double seismic isolation plate
The case is as shown in FIG. 73 (d). On the other hand, Patent 184
Seismic isolation system for No. 4024 (gravity restoration type seismic isolation system
In the case of a square, one side of the seismic isolation plate
Is L + Q (Q is the width of the sliding portion 5). Figure 73
(C). Therefore, in Japanese Patent No. 1844024,
Seismic isolation with double (or more) seismic isolation plates compared to the seismic isolation restoration device
The size of the seismic isolation plate of the device is approximately 1 / seismically isolated
As many as the number of dishes, the area is almost 1 / the square of the number of seismic isolation dishes
Become. Also, from the viewpoint of the efficiency of the materials used for the seismic isolation plates,
The combined area of all seismic isolation plates is approximately 1 / the number of seismic isolation plates
(In the case of a double seismic isolation plate, the size of one side is almost 1
/ 2, the area is reduced to almost 1/4.
Even if they are aligned up and down, the area is almost halved). Next,
Even if the shape of the shaking dish is circular,
Load of the isolated structure A at the contact point of the closed double dish
Only the dimensions from the minimum required area that can be transmitted
And almost the same. Regarding the shape of the seismic isolation plate,
As described above, squares, circles, squares, polygons,
The shape may be formed by a curved line such as an ellipse. this is,
Solves the problem of taking up space due to the large size of the seismic isolation plate
I do. In addition, due to this, the stack of seismic isolation plates of the same size
Will be better. The fact that it is a stack of seismic isolation plates of the same size
Seismic isolation restoration device (gravity restoration type isolation) in Japanese Patent No. 1844024
Due to the lack of tightness of the seismic device
Dust collects and rusts, and the friction of the sliding
Also solve the problem of In other words, sealed, it's perfect
This is because sealing becomes possible. Seismic isolation plate size and tightness
The advantage of is that the seismic isolation plate has a flat sliding surface.
The same applies to seismic isolation plates with concave sliding surfaces.
is there. To further explain the sealing, the seismic isolation plate is flat
It goes without saying that there is no problem in the case of mold sliding surfaces
However, the same applies to the case of concave sliding surfaces. One
In other words, the height dimension of the intermediate sliding portion 6 described later is changed to the same size.
When the double concave seismic isolation plates completely overlap, a gap
By setting it to a size that does not fit, you can obtain tightness
It is. In addition, a hole at the center of the seismic isolation plate where lubricating oil flows out
To make the lubricating oil seep out.
available. In addition, grease or solid lubricating oil was placed on the seismic isolation plate.
It is also conceivable to provide a recess for fitting. This is the bottom
Only the seismic isolation plate 3-b or the upper seismic isolation plate 3-a alone is sufficient.
Alternatively, both upper and lower seismic isolation plates (3-a, 3-b) may be used.
The recess for storing grease and solid lubricating oil can be
Or several places. In the case of one place, the position is almost the center
Is good, and it can be distributed in some places
Becomes Also, it is necessary to exude the lubricating oil
When installing a pipe and connecting a device that sends lubricating oil to the pipe
There is also. 4.1.2. Triple (and more than triple) exemption with pull-out prevention
FIG. 340 to FIG. 381 and FIG. 383 show the seismic dish seismic isolation device and sliding bearing.
Item 38-2 of the invention described in Item 38-2,
This is an example of a seismic isolation plate seismic isolation device (greater than or equal to).
Claim 37 and claim 37-2 are the upper seismic isolation plate and the middle
Triple seismic isolation plate with base isolation plate and lower isolation plate
In the bearing, by the vertical connecting slide member / part
(Specifically, the hook part of the vertical connecting slide member / part
(Or hook) is the hook (or hook) of the seismic isolation plate.
By hooking it up or down
The hook (or hook) of the slide member / part is
Do not fit into the hook (or hook) of the seismic isolation plate.
The same applies to the following.)
Connected (in parallel opposite sides) and in the direction of intersection (parallel
(Upper and lower sides)
Upper seismic isolation by connecting the middle seismic isolation plate and the lower seismic isolation plate
The plate, the middle seismic isolation plate, and the lower seismic isolation plate are interconnected, and the upper
Attach the seismic isolation plate to the seismically isolated structure 1 and release the lower seismic isolation plate
To attach to the structure 2 supporting the structure 1 to be shaken
It is a case where it consists of. When there are multiple intermediate seismic isolation plates
The same applies to the case, and the claims 38 and 38-2
By vertical connecting slide member / part (parallel opposite side
Connect the middle seismic isolation plates to each other, and
Up and down connecting slide part in the crossing direction (parallel opposite sides)
The following intermediate seismic isolation plates are connected to each other by
Next, in the intersecting direction (with parallel opposite sides)
To connect the next intermediate seismic isolation plate with
It is a case where it is constituted by things. Vertical connecting slide
The position where the member / part is connected to the seismic isolation plate is parallel to the seismic isolation plate.
Opposite sides (outside guide type), or sliding surface of seismic isolation plate
Part (inner guide type) or both
(For the description of the outer guide type and the inner guide type, see 10.1.1.
The same applies if you consider the guide and
Ji). Furthermore, in addition to the above configuration,
Roller (bearing), ball (bearing) sandwich
In some cases. To the angle of the cross direction
In terms of the intersection angle, the intersection angle is 180
The equal division of the degree is good, but it may deviate from that. Also on
The lower connecting slide member / part is larger than one side of the seismic isolation plate.
In some cases, it is important. Because that can cope with the gap
You. The upper and lower connecting slide members and parts are
Ability to move only in the direction of the ride and resist in the vertical direction
(A function of fastening in the vertical direction).
Here, the vertical connecting slide member and the vertical connecting slide portion
To explain the difference,
Basically the same function for both material and slide part
(Restrict the vertical movement of the seismic isolation plate and slide member,
Only allow horizontal sliding)
However, if it is established independently, the vertical connecting slide
Material, and used for other members (seismic isolation plate or slide member)
If it is dependent (integrated with other members),
Ride part. Regarding the shape of the seismic isolation plate,
May be square, regular polygon, or circular as described below
Are formed by curves, such as squares, polygons, and ellipses.
It may be in the form. Hereinafter, a specific description will be given. (1) Two parallel crosses (two orthogonal crosses) vertically connected FIGS. 340 to 343 show the upper seismic isolation plate 3-a and the intermediate seismic isolation plate
Triple isolation with pull-out prevention by 3-m and lower seismic isolation plate 3-b
It is an example of a shake plate seismic isolation device and a sliding bearing. In this example
The seismic isolation plate is square. Upper isolation plate 3-a and middle isolation
Shaking plate 3-m and up and down connecting slide member, part 3-s
Therefore, connect the parallel opposite sides and intersect (orthogonal
Direction), the middle seismic isolation plate 3-m and the lower seismic isolation plate 3-b
Are parallelized by a vertical connecting slide member / part 3-s.
The upper seismic isolation plate 3-a and the middle
The seismic isolation plate 3-m and the lower seismic isolation plate 3-b are interconnected,
It can withstand pulling force. 34 to 34.
3, among FIGS. 344 to 347, FIG. 341 and FIG.
342 and 346 when the sliding surfaces are in contact with each other.
Is the case where the roller (bearing) 5-f is provided.
343 and 347 show the ball (bearing) 5-e
This is an embodiment in which is provided. FIG.
FIG. 0 to FIG. 343 show a case in which a vertical connecting slide member 3-s is used.
In this case, FIGS. 344 to 347 show upper and lower connecting slide portions 3-s.
This is the case. In the case of FIG. 342 and FIG.
Roller (bearing) 5-f is provided at right angles to the
Have been. Ball (bearing) in FIG. 343 and FIG. 347
The same is true for 5-e, except that the roller 5-f ball
5-e is the whole of the seismic isolation plate so that it does not protrude even if it moves.
It may be provided partially at the center position instead of on the surface.
You. In addition, the size of the installation area is seismically isolated
It can support the load of the structure. Also roller
・ When the ball (bearing) is provided on the entire surface of the seismic isolation plate
In this case, the cage 5-g is protruded from the seismic isolation plate below.
Is also a type in which the roller ball does not fall. Ma
In addition, it is possible to take the form of circulating by rolling rolling guide.
available. In addition, the above configuration is a vertical connecting slide member.
・ Some parts can be overlapped without 3-s
Direction may have only a guide)
The structure of the roller (bearing) and ball (bearing)
The result is the same. (2) Three parallel upper and lower crossings Fig. 353 to Fig. 355 and Fig. 356 to Fig. 358 show the upper seismic isolation.
Plate 3-a and middle seismic isolation plate (part 1) 3-m1 and middle seismic isolation plate
(Part 2) Quadruple seismic isolation using 3-m2 and lower seismic isolation plate 3-b
It is an example of a plate seismic isolation device and a sliding bearing. In this example
The seismic isolation plate is a regular hexagon. 353-35
FIG. 356 shows a case 5 using the vertical connecting slide member 3-s.
358 is the case with the vertical connecting slide part 3-s.
is there. Upper seismic isolation plate 3-a and middle seismic isolation plate (part 1) 3-m
Slide members / parts that connect up and down with opposite sides parallel to 1
Connected by minute 3-s and crossed with it (one of hexagons
At the angle of the angle of, for example, 60 degrees)
(Part 1) 3-m1 and middle seismic isolation plate (Part 2) 3-m2
Slide member / part 3-
s, and further intersect with it (a hexagon
Mid-seismic isolation at an angle of two corners, for example, shifted by 60 degrees
Plate (Part 2) 3-m2 and lower seismic isolation plate 3-b are connected vertically
Opposite sides parallel with each other by the sliding member / part 3-s
The upper seismic isolation plate 3-a and the middle seismic isolation plate (
1) 3-m1 and middle seismic isolation plate (part 2) 3-m2 and lower part
The seismic isolation plate 3-b is connected to each other to withstand the pull-out force.
Can be. In this embodiment, the upper seismic isolation plate 3-a and
Intermediate Base Isolation Plate (Part 1) 3-m1 and Intermediate Base Isolation Plate (Part 2)
3-m2 and lower seismic isolation plate 3-b are connected to each other.
The lower connecting slide member / portion is shifted 60 degrees
The direction of the sliding member / part connected vertically
If they do not overlap, the order in which parallel opposite sides are connected
Absent. It is desirable that the angle be equally divided into six equal to 180 degrees.
It may be simply divided into six. 353-355.
FIG. 354 shows a case where the sliding surfaces are in contact with each other.
355 is a roller ball (bearing) 5-e / 5-
This is an example in which f is provided. Where low
In the case of the roller (bearing) 5-f, the sliding direction and
At right angles, rollers (bearings) are provided. ball
(Bearing) is the same, but roller (Bearing)
G) 5-f is a seismic isolation plate so that it does not protrude even if it moves.
Not in the whole area but in the center position
There is also. Also, the size of the installation area is
The structure can support the load of the structure. Also low
Large balls (bearings) are installed on the entire surface of the seismic isolation plate.
The cage 5-g is protruded from the seismic isolation plate below.
However, it is of a type that does not allow the roller ball to fall.
In addition, it may take the form of circulation by a rolling type rolling guide
Conceivable. In addition, the above configuration is a vertical
In some cases, they can be stacked without the material / part 3-s (slide
Direction may have only a guide)
But of roller (bearing), ball (bearing)
The configuration is the same. (3) Crossing 4 parallel upper and lower joints In the same manner as in (2), a regular octagonal upper seismic isolation plate 3-a is also used.
And the middle seismic isolation plate (part 1) 3-m1 and the middle seismic isolation plate (part 1)
2) 3-m2 and middle seismic isolation plate (part 3) 3-m3 and lower isolation
A 5-fold seismic isolation plate with a seismic dish 3-b and a sliding bearing
Is done. However, with a regular octagon, one side is too short
Therefore, in the embodiment of FIGS. 364 to 366, the square
Shake plates are shifted by 45 degrees and joined in five layers.
And connecting them up and down to each other, the slide member / part 3-s
Connected by In other words, five-layer stacking means upper seismic isolation
Plate 3-a and middle seismic isolation plate (part 1) 3-m1 and middle seismic isolation plate
(Part 2) 3-m2 and middle seismic isolation plate (Part 3) 3-m3
It consists of a lower seismic isolation plate 3-b. Specific explanation
Then, it is as follows. First, two square isolation plates
And the same seismic isolation plate 3-a
Intermediate seismic isolation plate (part 1) 3-m1 with opposite sides parallel
It is connected by a vertical connecting slide member / part 3-s. Toes
The lower seismic isolation plate of the two upper seismic isolation plates 3-a and the middle
Seismic isolation plate (Part 1) 3-M1 upper seismic isolation plate
Are connected by a vertical connecting slide member / part 3-s
Will be. The middle seismic isolation plate (part 1) 3-m1-2
Lower seismic isolation plate and middle seismic isolation plate (part 2) 3-m
On the opposite sides parallel to the upper seismic isolation plate of the two
It is connected by a vertical connecting slide member / part 3-s. this
The direction of the upper and lower connecting slide members and parts is
a and the middle seismic isolation plate (part 1) 3-m1
The direction of the key slide member / part is shifted by 45 degrees. Further
The middle seismic isolation plate (part 2) 3-m2
The lower seismic isolation plate and the middle seismic isolation plate (part 3) 3-m3
Connect the upper and lower sides of the seismic isolation plate
It is connected by the id member / part 3-s. This upper and lower connecting sla
The direction of the id member / part is also the middle seismic isolation plate (part 1) 3-m
Upper and lower ties connecting 1 and the middle seismic isolation plate (part 2) 3-m2
The direction of the key slide member / part is shifted by 45 degrees. Also,
Furthermore, among the two sheets of 3-m3
Of the upper two of the seismic isolation plate below and the lower seismic isolation plate 3-b
With the opposite side parallel to the shaker, slide member
Connected by part 3-s. This vertical connecting slide member
The direction of the part is also the middle seismic isolation plate (part 2) 3-m2
Intermediate seismic isolation plate (part 3)
The direction of the ride member / part is shifted by 45 degrees. Configuration above
The upper seismic isolation plate 3-a and the middle seismic isolation plate (part 1)
m1 and the middle seismic isolation plate (part 2) 3-m2 and the middle seismic isolation plate (
3) 3-m3 and lower seismic isolation plate 3-b are interconnected
To deal with the pull-out force. The upper seismic isolation plate 3-a
The upper seismic isolation plate and the structure 1 to be isolated
Further, a lower seismic isolation plate of the two lower seismic isolation plates 3-b,
Structure 2 that supports the structure to be isolated
Is done. In this embodiment, the upper seismic isolation plate 3-a and the middle
Isolation plate (part 1) 3-m1 and middle isolation plate (part 2) 3-
m2 and middle seismic isolation plate (part 3) 3-m3 and lower seismic isolation plate 3-
upper and lower connecting slide members and parts that connect each other
Are connected by shifting them by 45 degrees in order.
If the direction of the slide member / part does not overlap, it will be parallel
The order of connection between the opposite sides does not matter. The angle is also 180 degrees
Although it is desirable to divide the image into eight equal parts, it may be simply divided into eight. In addition,
364 to 366 and 367 to 369, FIG.
65 and FIG. 368 show the case where the sliding surfaces are in contact with each other
366 and 369 show roller balls (bearing).
Example in which a ring) 5-e / 5-f is provided
It is. FIGS. 364 to 366 show vertical connecting slides.
In the case of the member 3-s, FIGS. 367 to 369 are connected vertically.
This is the case with the slide portion 3-s. Where roller
-(Bearing) 5-f
Rollers (bearings) are provided at the corners. ball
(Bearing) is the same, but roller (Bearing)
G) 5-f is a seismic isolation plate so that it does not protrude even if it moves.
Not in the whole area but in the center position
There is also. Also, the size of the installation area is
The structure can support the load of the structure. Also low
Large balls (bearings) are installed on the entire surface of the seismic isolation plate.
The cage 5-g is protruded from the seismic isolation plate below.
However, it is of a type that does not allow the roller ball to fall.
In addition, it may take the form of circulation by a rolling type rolling guide
Conceivable. In addition, the above configuration is a vertical
In some cases, they can be stacked without the material / part 3-s (slide
Direction may have only a guide)
But of roller (bearing), ball (bearing)
The configuration is the same. (4) Up and down 5 parallel or more vertical connecting 5 or more parallel or more vertical connecting slide member / part 3-s
The same connection (square or larger) is also conceivable. Crossing
As the number of rows increases, the seismic force in the diagonal direction
Easy to respond to. (5) Shape of the seismic isolation plate In any case, the top and bottom connecting slide members and the 3-s
Hooks / pulls provided on parallel opposite sides and on sliding surfaces
It can be attached with a hook and the seismic isolation plate can slide in all directions
The shape of the seismic isolation plate is not limited as long as it can be used. That is,
In (1), the shape is parallel in two directions of intersection (orthogonal), and in (2),
Is a parallel shape in three directions of intersection, and (3) is a flat shape in four directions of intersection.
In line shape, in (4) parallel shape in 5 directions of intersection,
Up and down connecting slides in parallel shape in 6 directions of intersection
Material, part 3-s is attached and so on
And can handle even more crossing directions.
You. (6) Vertical connecting slide member / part The above vertical connecting slide member / part 3-s is
381 and as shown in FIG.
(Bearing) 5-e, roller (bearing) 5-
A method of lowering the friction coefficient by sandwiching f is conceivable.
FIG. 383 shows the upper and lower connecting slide members / portions 3-s
Roller balls (bearings) 5-e and 5-f
Rolling reduces frictional resistance on the side
is there. As can be seen from this figure,
In the case, the hooking part of the vertical connecting slide member
Is the hooking part).
Roller balls (bearings) 5-e and 5-f are out of alignment
It may be good. 4.2. Double (or more than double) seismic isolation with intermediate slide
Plate seismic isolation device / sliding bearing Seismic isolation plate with flat sliding surface and concave sliding surface
Combination with seismic isolation plate, seismic isolation plate with concave sliding surface and concave
Combination with a seismic isolation plate having a
Sliding part (sliding type or rolling type) is necessary,
Seismic isolation plate with flat sliding surface and flat sliding surface
In combination with a seismic isolation plate, the intermediate sliding part (sliding type or
Rolling type) may be provided. 4.2.1. Intermediate sliding section 4.2.1.1. Intermediate sliding part Double (or more than double) seismic isolation plate
It is considered that an intermediate sliding part is interposed between overlapping seismic isolation plates.
The intermediate sliding part has a sliding type (4.
2.1.2. ), Rolling type such as rollers and balls
(4.2.1.3.), Intermediate type between sliding and rolling
(4.2.1.4.) Is considered. 78 to FIG.
Reference numeral 09 denotes an embodiment of the invention described in claim 39.
You. 4.1.1. Double (or more) seismic isolation plate seismic isolation device, sliding support
Consent, and 4.1.2. Triple with pull-out prevention (More than triple
Above) In the seismic isolation plate seismic isolation device and sliding bearing,
Upper seismic isolation plate with surface or concave sliding surface
And an upwardly facing flat sliding surface or concave sliding surface
The upper seismic isolation plate and the lower seismic isolation plate
Intermediate sliding part, roller ball (bearing)
Roller ball or intermediate slide with bearing
(Including cages with rollers and balls)
Buried or middle slide and upper seismic isolation plate, lower seismic isolation
Roller ball (bearing) between the plate and
Seismic isolation device / sliding bearing composed by being sandwiched
It is. The following four cases (1) (2) (3) (4)
There is. (1) Upper seismic isolation plates 3-a with flat sliding surfaces (flat seismic isolation plates)
Between the lower plate and the lower seismic isolation plate 3-b
(Sliding type) or roller ball (bearing)
Intermediate sliding part (sliding type) with a roller or roller
Rolling type intermediate sliding parts such as ball bearings 5-e and 5-f
FIG. 78 shows a ball (Beary).
9) This is an embodiment in which 5-e is sandwiched. FIG.
9 is an upper seismic isolation plate 3-a having a flat sliding surface and a lower side
Roller ball (Bearing) between seismic isolation plate 3-b
G) When 5-e and 5-f are interposed,
The roller balls 5-e and 5-f move during vibration and are
Do not cover the entire surface of the seismic isolation plate so that it does not protrude from the shake plate.
And is partially provided at the center position. Also, its installation
The size of the area to be supported is determined by the
It can be. FIG. 80 shows a top view having a flat sliding surface portion.
Roller between side seismic isolation plate 3-a and lower seismic isolation plate 3-b
-Balls (bearings) 5-e and 5-f are sandwiched,
The roller ball (bearing) 5-e, 5-f
Is the case where the seismic isolation plate is provided on the entire surface.
g is the roller ball 5-e, 5-f, the lower seismic isolation plate
It is a type that does not fall even if it protrudes from it. Figure 80
The advantage of this device is that the pressure resistance performance is higher than that of the device shown in FIG.
Is to go up. Of the bearing by this flat type seismic isolation plate
Corrosion protection, dust resistance, and airtightness that prevents evaporation of lubricant, etc.
As shown in FIGS. 75 (a) and (b), double (or double or more)
A) Seal or dust-proof cover on the seismic isolation plate
Can be protected. This is shown in FIG.
It is the same as above. In this case, in the case of small and medium earthquakes,
The balls 5-e and 5-f do not protrude from the seismic isolation plate below (reverse
In other words, in a small or medium earthquake, it does not protrude from the seismic isolation plate below
Size and number of roller balls 5-e and 5-f
The seal is broken or prevented during a major earthquake
The dust cover 3-c is opened or retained by the retainer 5-g.
The held roller ball 5-e / 5-f is seismically isolated below
It is also possible to protrude from the plate. (2) Plane-type seismic isolation plate and concave-type seismic isolation plate (restored seismic isolation plate) Fig. 83 shows a seismic-isolation plate having a planar-type sliding surface part and a concave-type sliding surface.
Seismic isolation plate (3-a, 3-b) having a section
The intermediate sliding portion 6 is sandwiched between
You. Upper part (upper surface) 6-u of the sliding part of the intermediate sliding part 6,
Roller or ball (bearing) 5 in lower 6-l
-E and 5-f may be provided. Also this roller
Balls (bearings) are circulated by rolling guides.
Advantageously, it takes a circulating form. In FIG. 83,
Is the upper seismic isolation plate with a flat sliding surface
The seismic isolation plate with a sliding surface is the lower seismic isolation plate,
The reverse is also possible. (3) Recessed seismic isolation plates FIG. 86 to FIG.
Lower seismic isolation plate with side seismic isolation plate 3-a and concave concave sliding surface facing upward
Intermediate slide 6 or roller bob between shaking plate 3-b
Intermediate sliding portion with 5-e and 5-f
6 (= cage 5-g). Also figure
86 to 109, FIGS. 106 to 107
As seen in this roller ball (Bearing
G) 5-e and 5-f are circulated by a circulating rolling guide
It is advantageous to take the form of Also, three or more seismic isolation plates
In the case of, when the intermediate sliding part is inserted between each seismic isolation plate
There is also. The sliding of the intermediate sliding portion 6 in the above (1), (2) and (3)
Upper part (upper surface) 6-u and lower sliding part (lower surface) 6-u
l is low friction material, low friction material such as Teflon
May be used. (4) Concave type seismic isolation plate and convex type seismic isolation plate Upper seismic isolation plate 3-a (convex type) having a downward convex sliding surface portion
Lower isolation with upward concave sliding surface
Intermediate slide 6 or roller bob between shaking plate 3-b
Sliding part 6 (= cage 5)
-G) is inserted, and FIG.
This is an embodiment in which a ring 5-e is sandwiched. What
Incidentally, the same configuration as above (1) to (4),
The seismic isolation plate and the lower seismic isolation plate may be installed upside down.
You. 4.2.1.2. Intermediate sliding part (slip type) The following 4.2.2.1.2.1. And 4.2.1.2.2.2. When
4.2.1.2.2.3. Claims 40-45
4.2.1.1. Double with intermediate sliding part of (
Is the middle sliding part of the seismic isolation device consisting of two or more seismic isolation plates
Is of the sliding type. 86 to 90, FIG. 102
Shows an embodiment of the present invention. Claim 40
Akira describes 4.2.1.1. Double with intermediate slide
Smell isolation device consisting of (or more than two) seismic isolation plates
The curvature that is the same as or in contact with the sliding surface of the upper seismic isolation plate.
Have the same curvature or contact with the convex surface of the lower seismic isolation plate.
The intermediate sliding part, which is a combination of a convex shape with
Structured by being sandwiched between the seismic isolation plate and the lower seismic isolation plate
Is what is done. This is because the upper and lower seismic isolation plates are both flat
In the case of a type seismic isolation plate, both the upper and lower seismic isolation plates are
If one of the upper and lower seismic isolation plates is a flat type
The other side is divided into concave seismic isolation plates. Especially the upper and lower sides
To explain the case where both seismic isolation plates are concave seismic isolation plates,
Downward concave type (eg, spherical surface (FIGS. 86 to 90) or cylindrical trough)
Surface (Fig. 102) or mortar) with sliding surface
A seismic isolation plate and an upward concave type (eg, spherical surface (Figs. 86 to 90))
Or the sliding surface of the cylindrical trough (Fig. 102) or mortar)
Between the lower seismic isolation plate and the upper seismic isolation plate, or
Convex sliding section with tangent curvature and the same curvature as the lower seismic isolation plate
Is an intermediate slip with a convex sliding part having a curvature that touches
Or with a roller ball (bearing)
The sliding part is sandwiched, or the upper seismic isolation plate,
Roller ball (bearing) between the side seismic isolation plate and the intermediate slide
Ring) is sandwiched. this
Is 4.2.1.2.1. The same curvature as the concave spherical seismic isolation plate
The intermediate sliding portion having a curvature that touches or touches (see FIGS. 86 to 9)
0), 4.2.1.2.2. Up to the same curvature as the columnar trough seismic isolation plate
3. Intermediate sliding portion having a curvature that touches or touches (FIG. 102);
2.1.2.3. It has a curvature that is in contact with a mortar-shaped seismic isolation plate
Intermediate sliding portion, 4.2.1.2.2.4. With V-shaped trough-shaped seismic isolation plate
Divided into four cases of intermediate sliding part with curvature that touches
You. Note that concave shapes (trapezoidal, etc.) other than these four
Use is also possible. Hereinafter, a specific description will be given. 4.2.1.2.1. Intermediate sliding part (flat, concave spherical)
The invention according to claim 41 is the seismic isolation device according to claim 39.
One or more (or all) of sliding bearings
The intermediate sliding part is a downward flat or concave spherical surface, etc.
Upper seismic isolation plate with a sliding surface of
Is a lower seismic isolation plate with a concave spherical sliding surface, etc.
The same curvature as the sliding surface of the upper seismic isolation plate sandwiched between these seismic isolation plates
Or the convex shape of the tangent curvature and the lower side sandwiching this intermediate sliding part
The convex shape with the same or tangent curvature to the sliding surface of the seismic isolation plate
It consists of a united intermediate sliding part, and
Is a roller ball between the seismic isolation plate and the intermediate slide
(Bearing) is sandwiched
It is a seismic isolation device and sliding bearing characterized by that. In addition,
If restoration is expected, at least the upper and lower
One of them must be a concave seismic isolation plate. Sou
86 to 90 show the downward concave spherical sliding surface portion.
Upper seismic isolation plate 3-a having an upward concave spherical sliding surface portion
Between the lower seismic isolation plate 3-b having
Has a convex sliding surface with the same curvature as or tangent to the sliding surface
This is an embodiment in the case where the intermediate sliding portion 6 is sandwiched.
86 to 87 have a downward concave spherical sliding surface portion.
It has an upper seismic isolation plate 3-a and an upward concave spherical sliding surface.
Of the intermediate sliding portion 6 sandwiched between the lower seismic isolation plate 3-b
The upper (upper surface) 6-u of the convex sliding part is the upper seismic isolation plate 3-a.
Having the same spherical ratio, the lower part (lower surface) 6-l of the convex sliding part is
It is advantageous when it has the same spherical ratio as the lower seismic isolation plate 3-b.
This is an embodiment of the invention. This is because FIG. 87 (e) (f)
Upper seismic isolation plate 3-a and lower seismic isolation
Even if the plate 3-b is displaced, the upper part (upper surface) of the sliding portion 6
-U and the contact surface between the upper seismic isolation plate 3-a and the lower part of the sliding part
(Lower surface) The contact surface between 6-l and lower seismic isolation plate 3-b is always
The same area is obtained, which is advantageous in vertical load transmission capacity
It is. In the embodiment of FIG. 88, the intermediate sliding portion 6
As compared with the intermediate sliding portion 6 of the embodiment of FIG.
There are cases. The embodiment shown in FIG.
Ball (bearing) 5-
e is provided, and the embodiment of FIG.
6 sliding part upper part (upper surface) 6-u, lower part (lower surface) 6-l
In both cases, the ball (bearing) 5-e is provided.
You. The configuration shown in FIGS. 89 to 90 is applicable to a concave spherical shape.
The ball is always touching and the contact surface is always the same even when vibrating
Advantageously, it is advantageous in vertical load transfer capability. What
When the configuration is upside down with respect to the embodiment of FIG.
In the upper part (upper surface) 6-u of the sliding part of the intermediate sliding part 6,
In some cases, a roller (bearing) 5-e is provided. Sa
In addition, the following 4.2.1.2.2.2. And 4.2.1.2.
3. Shows the embodiment of claims 41 to 45.
I have. 4.2.1.2.2.2. Intermediate sliding part (flat, cylindrical trough)
The invention according to claim 42 is the seismic isolation device according to claim 39.
One or more (or all) of sliding bearings
The intermediate sliding part of a flat or downward valley
An upper seismic isolation plate with a sliding surface, and an upward facing flat or
Lower seismic isolation plates with sliding surfaces such as cylindrical troughs
And the same curvature as the sliding surface of the upper seismic isolation plate.
Is the convex shape of the curvature that touches and the lower seismic isolation
The sliding surface of the plate and the convex with the same or adjacent curvature are combined
With an intermediate sliding part of the shape
Is a roller ball (bearing) between the seismic isolation plate and the intermediate slide.
(Ring)
It is a seismic isolation device and sliding bearing characterized by the following. In addition, restore
If expected, at least one of the upper and lower seismic isolation plates
One of them must be a concave seismic isolation plate. Figure 1
02 is an upper seismic isolation plate with a sliding surface with a downward cylindrical trough
3-a and lower seismic isolation with a sliding surface with an upwardly facing cylindrical trough
The upper part (upper surface) 6-u of the sliding part is located above the plate 3-b.
The lower part of the sliding part (lower surface) 6-l has the same curvature as the shaking dish 3-a.
The middle sliding part 6 having the same curvature as the side seismic isolation plate 3-b is sandwiched.
This is an example in the case where the error is detected. The embodiment of FIG. 86 to FIG.
The embodiment of FIG. 102 has a restoring force in all directions.
Is the only one-way (including back and forth, the same applies hereinafter) restoring force
No, but the other features and benefits are the same.
In other words, upper seismic isolation plate 3-a and lower seismic isolation
Even if the plate 3-b is displaced, the upper part of the sliding part (upper surface)
Contact surface between 6-u and upper seismic isolation plate 3-a, and lower part of sliding part
(Lower surface) The contact surface between 6-l and the lower seismic isolation plate 3-b is
The same area is always obtained, and the
It is profitable. Upper part (upper surface) of the sliding part of the intermediate sliding part 6
u, roller or ball (be
(Aring) 5-e and 5-f may be provided. This structure
Is always roller or bob
The same contact area is obtained even when vibrating.
It is advantageous in direct load transmission capacity. In addition, the mortar surface
Or the sliding surface such as V-shaped valley surface and the curvature in contact with them
Seismic isolation device and sliding bearing consisting of a convex intermediate sliding part
There is also. The specific configuration is as follows. 4.2.1.
1. Double (or more than double) with an intermediate slide
For seismic isolation devices consisting of seismic isolation plates (recessed seismic isolation plates),
Has a sliding surface such as a concave mortar or V-shaped trough
Upper seismic isolation plate and concave upward mortar surface or V-shaped valley surface
Lower seismic isolation plates with sliding surfaces such as
Between the sliding surfaces of the upper seismic isolation plate
And the convex shape of the curvature in contact with the sliding surface of the lower seismic isolation plate
Intermediate slides or roller balls (be
And an intermediate sliding part with
Roller bolts between the seismic isolation plate, lower seismic isolation plate and the intermediate slide
In some cases, a ball (bearing) is interposed. 4.
2.1.2.3. Intermediate sliding part (flat, mortar-shaped seismic isolation
Plate) and 4.2.1.2.2.4. Intermediate sliding part (flat, V-shaped
Valley-shaped seismic isolation plate). 4.2.1.2.2.3. Intermediate sliding part (flat, mortar-shaped
The invention according to claim 43 is the seismic isolation device according to claim 39.
One or more (or all) of sliding bearings
The intermediate sliding part is a downward flat or mortar-shaped
An upper seismic isolation plate with a sloped surface
A lower seismic isolation plate with a bowl-shaped sliding surface
The convexity of curvature that is sandwiched between the shake plates and touches the sliding surface of the upper seismic isolation plate
Mold and the sliding surface of the lower seismic isolation plate sandwiching this intermediate sliding part.
And the intermediate sliding part of the shape where the convex
And, in some cases, between the seismic isolation plate and the intermediate slide
Roller ball (bearing) is pinched
Therefore, the seismic isolation device and the sliding support
It is accepted. If restoration is expected, the upper and lower
At least one of the shake plates must be concave
There is. 4.2.1.2.2.4. Intermediate sliding part (flat, V-shaped trough)
The invention according to claim 44 is the seismic isolation device according to claim 39.
One or more (or all) of sliding bearings
The intermediate sliding part of the downward flat or V-shaped valley
An upper seismic isolation plate with a sliding surface, and an upward facing flat or
Lower seismic isolation plate with sliding surface such as V-shaped valley surface
Curvature between the upper seismic isolation plate and the sliding surface of the upper seismic isolation plate
And the sliding surface of the lower seismic isolation plate sandwiching this intermediate sliding part
Intermediate sliding part in which convex shape of curvature that touches
And, in some cases, between the seismic isolation plate and the intermediate sliding part.
Roller ball (bearing) is inserted between
And a seismic isolation device characterized by
It is a bearing. If you want to restore,
Make at least one of the side seismic isolation plates a concave seismic isolation plate
There is a need. 4.2.1.1.2.5. Intermediate sliding part (contacts with concave seismic isolation plate)
An intermediate sliding portion having a curvature) The invention of claim 45 is the invention of claims 43 to 44.
For seismic isolation devices and sliding bearings consisting of V-shaped trough-shaped seismic isolation plates
And the bottom of the mortar or V-shaped valley is sandwiched between
It has the same curvature as the intermediate sliding part,
Indicates that the V-shaped valley surface is formed in contact with it.
These are seismic isolation devices and sliding bearings. 4.2.1.3. Intermediate sliding portion (rolling type) Claims 46 to 51 are directed to 4.2.1.1. of,
Double (or more than double) seismic isolation plate with intermediate slide
The intermediate sliding part of the seismic isolation device (concave seismic isolation plate)
Type. 4.2.1.3.3.1. Intermediate sliding part (flat, concave spherical)
FIG. 92 shows a spherical seismic isolation plate according to claim 46.
An example is shown. 4.2.1.1. Intermediate sliding part
(Or more than double) seismic isolation plate (concave seismic isolation)
Plate), a flat surface facing downward or
Upper seismic isolation plate 3-a having concave spherical sliding surface and upper
With a flat or concave spherical sliding surface
Side seismic isolation plate 3-b, sandwiched between these seismic isolation plates 3-a and 3-b.
Seismic isolation device consisting of a covered ball 5-e
It is a mounting and sliding bearing. If you expect to restore,
At least one of the upper and lower seismic isolation plates is concave.
Need to be 4.2.1.3.3.2. Intermediate sliding part (flat, mortar-shaped
FIG. 91 is an illustration of a mortar-shaped seismic isolation plate type according to claim 47.
Is shown. 4.2.1.1. The middle slip
Double (or more than double) seismic isolation plate with concave
Plate), a flat surface facing downward or
Upper seismic isolation plate 3-a with mortar-shaped sliding surface and upward
Lower seismic isolation plate with a flat or mortar-shaped sliding surface
3-b and the body sandwiched between these seismic isolation plates 3-a and 3-b.
Seismic isolation device / sliding system that has
It is a bearing. If you expect to restore,
At least one of the seismic isolation plates must be a concave seismic isolation plate.
It is necessary. Especially in the case of a mortar-shaped seismic isolation plate,
Has a spherical surface with the same curvature as the ball 5-e.
It is good to form in contact with it. Thereby, seismic isolation
Even if the dish is mortar-shaped, the contact area between the ball and the
The size can be increased, and the pressure resistance can be improved. This
I'm worried over the years, biting the ball into the seismic isolation plate
It can be kept to a minimum. The problem is
In normal times (including the time of small earthquakes with small displacement)
This method increases the contact area between the ball and the seismic isolation plate
By doing so, it can be prevented. Claim 48
Is the invention. 4.2.1.3.3. Intermediate sliding part (flat, cylindrical trough)
The invention described in claim 49 is based on 4.2.1.1. Of the middle
Double (or more than double) seismic isolation plate with sliding part (concave
For seismic isolation devices consisting of seismic isolation plates),
Is the upper seismic isolation plate 3-a with a cylindrical trough-shaped sliding surface
Bottom surface with flat or cylindrical trough-shaped sliding surface
Shake plate 3-b, sandwiched between these seismic plates 3-a and 3-b
Roller 5-f (provided perpendicular to the sliding direction)
(Or ball 5-e)
Seismic device and sliding bearing. If you expect to restore
Is a concave isolation for at least one of the upper and lower seismic isolation plates.
You need to shake it. 4.2.1.3.4. Intermediate sliding part (flat, V-shaped trough)
The invention described in claim 50 is 4.2.1.1. Of the middle
Double (or more than double) seismic isolation plate with sliding part (concave
For seismic isolation devices consisting of seismic isolation plates),
Is an upper seismic isolation plate 3 with a concave V-shaped trough-shaped sliding surface.
a and an upwardly flat or concave V-shaped trough-shaped sliding surface
Lower seismic isolation plate 3-b, and these seismic isolation plates 3-a, 3-a
A row sandwiched between -b (provided at right angles to the sliding direction)
By holding the ball 5-f (or the ball 5-e).
Seismic isolation device and sliding bearing to be formed. Expect restoration
If at least one of the upper and lower seismic isolation plates
One needs to be a concave seismic isolation plate. In particular, V-shaped trough
In the case of a seismic isolation plate with a sliding surface, the bottom of the V-shaped valley surface is
Roller (or ball 5-e) with the same curvature,
The V-shaped valley surface is preferably formed so as to be in contact with it. in addition
Thus, despite the V-shaped valley shape, the roller 5-f (or
The contact area between the ball 5-e) and the seismic isolation plate can be increased,
Performance can be improved. This makes you worried after years
The roller (or ball 5-e) to the seismic isolation plate
Biting can be minimized. I mean,
Eating during normal times (including small earthquakes with small displacements)
Roller (or ball 5-) by this method
e) Prevent by increasing the contact area between the seismic isolation plate and
Because it can be. Claim 51 is the invention.
You. 4.2.1.4. Intermediate sliding part (rolling sliding intermediate type) Claims 52 to 53 are based on 4.2.1.1. of,
Double (or more than double) seismic isolation plates with intermediate slides
The middle sliding part of the seismic isolation device consists of sliding and rolling.
Intermediate type with a friction coefficient between rolling and sliding.
Is the invention of the bearing. The friction coefficient is about 1 /
It is separated from 100 by about 1/10 of the sliding bearing.
The intermediate value was not obtained, but the roller
-5-f ・ Ball 5-e (bearing)
This can be achieved by inventing a combined bearing of sliding and sliding
I made it. Roller 5-f, ball 5- in the middle sliding part
The middle sliding part with e (bearing) between the upper and lower seismic isolation plates
It is sandwiched between. This intermediate sliding part is a roller 5-
f ・ Ball 5-e (bearing) and this roller
6-d with a sliding part (bearing)
It is composed. FIG. 392 shows the embodiment. FIG.
3 includes a plurality of rollers 5-f
This is an embodiment in the case of having a bearing 5-e (bearing). (1) Rotation suppression type In claim 52, the sliding portion 6-d is formed by a roller 5-f.
-To suppress the rotation of the ball 5-e (bearing)
, Sliding part 6-d and roller 5-f, ball 5-e
(Bearing)
This is the invention in the case where it is made. The sliding part 6-d is
Roller 5-f, ball 5-e (bearing) rotation
Because the main configuration is to control, the sliding part 6-d is a seismic isolation plate
It does not have to be in contact with the
It is not necessary. (2) Combined use of friction and rotation Claim 53 is that the sliding portion 6-d and the roller 5-f.
Both balls 5-e (bearing) are evenly distributed on the seismic isolation plate
And the friction coefficient is determined by both frictions.
You. Ball 5-e (bearing) and sliding part 6-d
Doesn't come in contact with the seismic isolation plate
It is best to touch them evenly, but this is
Not relatively difficult. However, consider the case where the seismic isolation plate is a mortar
Then, the contact surface of the intermediate sliding part 6 with the seismic isolation plate becomes spherical,
In that case, the sliding part 6-d is elastically deformed and has low friction
Use plastic parts (such as Delrin)
Is good. This is because the sliding portion 6-d is elastically deformed.
This is because it becomes easier to get in touch. Also, everything
A low friction plastic member (trade name: Dell)
When using phosphorus, etc., put it in a seismic isolation plate and apply pressure.
Until the sliding part 6-d is a roller 5-f ball
Dimensionally larger than 5-e (bearing), connected to seismic isolation plate
Even if the sliding area 6-d wins,
Pressure is applied from the seismic isolation plate due to the load of the structure being shaken
And the plastic member is distorted, so the sliding portion 6-d
And roller 5-f, ball 5-e (bearing)
Slider 6-d and roller so that one touches the seismic isolation plate
Dimensions for 5-f and ball 5-e (bearing)
You. (3) Combination type of (1) and (2) There is also a combination of (1) and (2). A low friction plastic member (product name)
When using Delrin, etc.)
If you take the configuration as explained in the usage model, the (1)
It is a roll suppression type. Because the sliding part 6 from the seismic isolation plate
When pressure is applied to -d, the sliding part 6-d automatically
It expands in the horizontal direction, and the roller 5-f and ball 5-e (be
Pressure that suppresses the rotation of
Part 6-d is a roller 5-f, ball 5-e (Bary
This is because the rotation of the ring is suppressed. 4.2.2. FIGS. 103 to 105 show an embodiment according to claim 54.
An example is shown. The invention according to claim 54 is 4.2.1.
For the seismic isolation device and sliding bearing of
That is. 4.2.1. Seismic isolation devices and sliding supports
In the middle of one or more (or all)
The sliding part is divided into a first intermediate sliding part and a second intermediate sliding part.
With a concave sliding surface on either the upper or lower seismic isolation plate
A convex sliding surface having the same curvature as that of
The opposite part of the convex is the convex (or concave) type spherical sliding surface
The first intermediate sliding part with the convex part (or concave part) of the opposite part
Concave (or convex) spherical surface with the same spherical ratio as the spherical sliding surface
Having a sliding surface and having a concave (or convex) opposite shape
Is flat or concave on the other side of the upper or lower seismic isolation plate.
A convex sliding surface with the same curvature as or tangent to the
The first intermediate sliding part
And the second intermediate sliding part have the same spherical ratio
It is sandwiched between the upper and lower seismic isolation plates so that the surfaces overlap each other.
It is composed by being involved. In other words, sliding down
Upper seismic isolation plate 3-a with surface and upward sliding surface
Between lower seismic isolation plate 3-b and both seismic isolation plates
An intermediate sliding portion 6 is provided, and the intermediate sliding portion 6 is a first intermediate sliding portion.
6-a and a second intermediate sliding portion 6-b.
It is an invention characterized by that. 4.2.1. To
The intermediate sliding portion 6 in the first intermediate sliding portion 6-a
It is characterized by being divided into a sliding portion 6-b. First
The sliding portion 6-a is a flat or concave portion of the upper seismic isolation plate 3-a.
A convex sliding surface with the same curvature as or tangent to the
With a convex (or concave) on the opposite side of the convex sliding surface
And a second intermediate sliding portion 6-b,
A convex (or concave) type sphere at the opposite portion of the intermediate sliding portion 6-a
Concave (or convex) type sliding surface with the same spherical ratio as the planar sliding surface
And a portion opposite to the concave (or convex) type sliding surface portion
Is the same as the flat or concave sliding surface of the lower seismic isolation plate 3-b.
It has a convex sliding surface portion of curvature or tangent curvature. Soshi
The first intermediate sliding portion 6-a and the second intermediate sliding portion 6-b
Means that the spherical sliding surfaces of the same spherical ratio overlap each other
Fit between upper seismic isolation plate 3-a and lower seismic isolation plate 3-b
It is constituted by being sandwiched between. Note that restoration is
When waiting, at least one of the upper and lower seismic isolation plates
One must be a concave seismic isolation plate. Especially, concave seismic isolation plates
When using a seismic isolation plate with a concave spherical sliding surface,
And an intermediate sliding portion (the first intermediate sliding portion) sliding on the sliding surface portion.
The sliding surfaces of the portion 6-a and the second intermediate sliding portion 6-b) are also the same.
It is advantageous to have a convex spherical sliding surface with a sphericity. Ma
The first intermediate sliding portion 6-a and the second intermediate sliding portion 6-b
The relationship may be upside down, and FIG.
This is an embodiment in the case of turning upside down in FIG. FIG. 103 to FIG.
104 and FIG. 105, FIG.
(F) As shown in FIG.
Even if the lower seismic isolation plate 3-b shifts, the upper part of the sliding part
(Top) The contact surface between 6-u and upper seismic isolation plate 3-a, and
Contact surface between lower part (lower surface) 6-l and lower seismic isolation plate 3-b
Are always the same area, and the vertical load transmission capacity is
It is advantageous. Upper part of sliding part (upper surface) 6-u, lower part (lower part)
Surface) 6-l, roller ball (bearing) 5-
e, 5-f may be provided. This configuration is concave spherical
The roller or ball is always in contact with the
The same contact area is obtained in
Is advantageous. Also, the first intermediate sliding portion 6-a and the second
Roller ball at the position where it contacts the intermediate sliding portion 6-b
(Bearing) facilitates swinging, which is advantageous
It is. 4.2.3. FIGS. 106 to 109 show a third embodiment of the present invention.
An example is shown. The invention according to claim 55 is 4.2.1.
In the seismic isolation device and sliding bearing of
It is to do. 4.2.1. Seismic isolation device / sliding
In bearings, one or more (or all)
The intermediate sliding portion includes a first intermediate sliding portion, a second intermediate sliding portion, and a third intermediate sliding portion.
It is divided into a sliding part and either the upper or lower seismic isolation plate
Same curvature or contact with one flat or concave sliding surface
It has a convex sliding surface with a curvature, and the opposite part of the convex is concave.
First intermediate sliding part with (or convex) type spherical sliding surface
And the same as the concave (or convex) spherical sliding surface on the opposite side.
It has a convex (or concave) type spherical sliding surface portion having a single spherical ratio, and
The opposite part of the convex (or concave) type is a convex (or concave) sphere
A second intermediate sliding portion having a planar sliding surface portion and a convex portion at the opposite portion.
(Or concave) type concave (and
Has a convex type spherical sliding surface portion, and its concave (or
The opposite part of the (convex) type is the other of the upper or lower
Of the same curvature as the flat or concave sliding surface
A third intermediate sliding portion having a convex sliding surface portion,
One intermediate sliding portion, a second intermediate sliding portion and a third intermediate sliding portion;
However, each of the spherical sliding surfaces with the same spherical ratio
It is sandwiched between upper and lower seismic isolation plates in an overlapping shape
It is composed of Downward flat or concave sliding surface
Upper seismic isolation plate 3-a having a part and upward flat or concave
Between the lower seismic isolation plate 3-b having a sliding surface and the two seismic isolation plates
Consisting of an intermediate sliding portion 6 sandwiched between
First intermediate sliding portion 6-a, second intermediate sliding portion 6-b, and third intermediate portion
Divided into the sliding part 6-c,
The invention is a featured invention. That is, 4.2.1. In
The intermediate sliding portion 6 includes the first intermediate sliding portion 6-a and the second intermediate sliding portion.
Part 6-b and a third intermediate sliding part 6-c.
Sign. The first intermediate sliding portion 6-a has a downward planar shape or
Has the same curvature as the upper seismic isolation plate 3-a having a concave sliding surface, or
Has a convex sliding surface with a contacting curvature, and
The pair has a concave (or convex) spherical sliding surface. second
The intermediate sliding portion 6-b is opposite to the first intermediate sliding portion 6-a.
Convex (or convex) having the same spherical ratio as the concave (or convex) spherical surface
Has a concave) type sliding surface, and the convex (or concave) type
The opposite part has a convex (or concave) spherical sliding surface.
The third intermediate sliding portion 6-c is formed by the second intermediate sliding portion 6-b.
Concave with the same spherical ratio as the convex (or concave) spherical surface on the opposite side
(Or convex) type sliding surface portion, and this concave (or
The opposite part of the (convex) type has an upward flat or concave sliding surface.
The same curvature as the lower seismic isolation plate 3-b or the convexity of the curvature in contact with it
It has a mold sliding surface. And this first intermediate sliding portion 6-
a, a second intermediate sliding portion 6-b and a third intermediate sliding portion 6-c;
Are spherical sliding surfaces with the same spherical ratio
The upper seismic isolation plate 3-a and the lower seismic isolation plate 3-b overlap each other.
It is constituted by being sandwiched between. In addition, restoration
If at least one of the upper and lower seismic isolation plates
One of them must be a concave seismic isolation plate. In particular, concave
If using a shake plate, a seismic isolation plate with a concave spherical sliding surface
And an intermediate sliding part (the first intermediate sliding part) that slides on the sliding surface.
The sliding surface of the second sliding portion 6-a) and the second intermediate sliding portion 6-b)
It is advantageous to have a convex spherical sliding surface with a single spherical ratio.
In this case, as shown in FIGS.
Therefore, the upper seismic isolation plate 3-a and the lower seismic isolation plate 3-b are displaced.
Even if raised, the upper (upper surface) 6-u of the sliding part and the upper seismic isolation plate 3
-A contact surface, and lower part of sliding part (lower surface) 6-l and lower side
The contact surface with the seismic isolation plate 3-b is always the same area,
It is advantageous in direct load transmission capacity. Also, the sliding part,
Being wider than concave spherical shape of seismic isolation plate
Are also advantageous in vertical load transfer capability. Second intermediate slip
106-107 may be spherical.
Is an example in that case. FIG. 107 (g) shows the slip
Roller on upper part (upper surface) 6-u and lower part (lower surface) 6-l
-When balls (bearings) 5-e and 5-f are provided
This is an embodiment of the present invention. This configuration always works for concave spherical shapes.
Roller or ball touches, even when vibrating
Contact area is obtained, which is advantageous in vertical load transfer capacity.
You. In addition, this roller ball (bearing) 5-
e, 5-f are circulating rolling guides
In a cyclical form
You. Further, the second intermediate sliding portion 6-b and the first intermediate sliding portion 6
-A, a roller at a position where it comes into contact with the third intermediate sliding portion 6-c.
・ Providing balls (bearings) makes swinging easier.
This is advantageous. FIG. 108 to FIG.
7 shows another embodiment of the described invention. under
Upper seismic isolation plate 3-a having a concave spherical sliding surface portion oriented
Lower seismic isolation plate 3-b having an upward concave spherical sliding surface portion
And the intermediate sliding part 6 sandwiched between the seismic isolation plates.
The intermediate sliding portion 6 is formed by the first intermediate sliding portion 6-a and the second intermediate sliding portion.
And a third intermediate sliding portion 6-c.
It is the invention characterized by the following. That is,
4.2.1. Is the first intermediate sliding portion.
6-a, second intermediate sliding portion 6-b, and third intermediate sliding portion 6-c
It is characterized by being divided into First intermediate sliding portion 6-a
Is an upper seismic isolation plate 3 having a downward concave spherical sliding surface.
a having a convex sliding surface portion having the same spherical ratio as the concave type of a, and
The opposite portion of the convex has a convex spherical sliding surface. second
The intermediate sliding portion 6-b is opposite to the first intermediate sliding portion 6-a.
It has a concave sliding surface with the same spherical ratio as the convex spherical surface of the part,
And the opposite part of the concave has a concave spherical sliding surface.
You. The third intermediate sliding portion 6-c is formed of the second intermediate sliding portion 6-b.
A convex sliding surface with the same spherical ratio as the concave spherical surface on the opposite side
And the opposite part of the convex shape is an upward concave sphere at the lower part.
Same sphere ratio as concave type of seismic isolation plate 3-b having planar sliding surface
And a convex spherical sliding surface portion having And this first
Intermediate sliding portion 6-a, second intermediate sliding portion 6-b, and third intermediate portion
The sliding portions 6-c are spherical surfaces having the same spherical ratio.
The upper and lower seismic isolation plates 3-a overlap each other on the sliding surfaces.
It is configured by being sandwiched between the side seismic isolation plates 3-b.
You. In this case, as shown in FIGS.
By the motion, the upper seismic isolation plate 3-a and the lower seismic isolation plate 3-b become
Even if the gap occurs, the upper part (upper surface) 6-u of the sliding part and the upper side
Contact surface with shaking plate 3-a, and lower part of sliding part (lower surface) 6-l
And the contact surface between the lower seismic isolation plate 3-b are always the same area
Obtained and advantageous in vertical load transfer capability. Pussy
Roller on upper part (upper surface) 6-u and lower part (lower surface) 6-l
-When balls (bearings) 5-e and 5-f are provided
There is also. This configuration is designed for roller
ー Also, the ball touches and the same contact area is obtained even when vibrating.
This is advantageous in the vertical load transmission capacity. Also,
The second intermediate sliding portion 6-b, the first intermediate sliding portion 6-a, the third
Roller ball at the position where it comes into contact with the intermediate sliding portion 6-c
(Bearing) makes it easy to swing
is there. 4.2.4. Double with intermediate slide with restoring spring (or
An embodiment of the invention according to claim 56 is shown in FIGS.
4 and the above 4.2. The middle sliding part of the two
Each of heavy (or double or more) seismic isolation plates and sliding bearings
In the device, the intermediate sliding part 6 and the upper seismic isolation plate 3-a, the lower side
The seismic isolation plate 3-b is connected to a spring or the like (an elastic body such as a spring or rubber or
(Magnets etc.) 25 to provide a restoring force, the function of the restoring device
Seismic isolation devices and sliding supports characterized by having
It is an invention of success. Fig. 81 shows the middle slide 6 and the upper seismic isolation plate.
3-a, the intermediate sliding portion 6 and the lower seismic isolation plate 3-b respectively
This is the case where they are connected by a spring 25 or the like. FIG. 84 shows an intermediate sliding portion.
6, upper seismic isolation plate 3-a or upper seismic isolation plate 3-b
This is a case where the body is connected with a spring or the like 25.
The non-connected seismic isolation plate has a slope such as a concave surface,
The configuration is such that the sliding portion 6 is restored. Also, upper side
When the relationship between the shake plate 3-a and the lower seismic isolation plate 3-b is upside down
is there. That is, the intermediate sliding portion 6 and the lower seismic isolation plate 3-b are
25, etc., not connected by 25, such as a spring
The side seismic isolation plate 3-a has a concave slope or the like,
This is a configuration for restoring. FIG. 82
As shown in FIG. 79, the retainer 5-g of the ball 5-e and the lower side
When connecting the seismic isolation plate 3-b with a spring or the like 25,
Connect the retainer 5-g and the upper seismic isolation plate 3-a with a spring 25 or the like.
In some cases. In this case, the spring 25
Of the seismic isolation plate of the cage 5-g
Return to the center, return the upper seismic isolation plate to the
Return is also possible. The advantages of the above-described apparatus are as described in 4.
1.1. As described in the description, the seismic isolation plate and
Similarly, the size is almost half of the conventional size.
Because, due to the middle sliding part 6, upper seismic isolation
Dimensions when plate 3-a and lower seismic isolation plate 3-b are shifted from each other
But the upper and lower seismic isolation plates 3-a and 3-b
To the sum of the available dimensions
It is. However, the size of the deviation is in the middle
It becomes smaller by the width of the sliding portion 6 and the contracted spring.
The width of the smaller part is Q, half of the maximum amplitude of the earthquake
If is L, the upper and lower seismic isolation plates are shifted from each other
Therefore, the size of one side of the upper and lower seismic isolation plates is (square
In the case of a shape), L + Q is sufficient. General
As a general rule, make the dimensions that allow for it or larger dimensions.
You. On the other hand, conventional seismic isolation devices and sliding bearings
The size of the side (similar to the above, considering a square)
2 × L + Q ′ (Q ′: width of sliding part 5 and contracted spring, etc.)
Minutes). Therefore, the seismic isolation device with the restoration function according to the present invention
The mounting / sliding support is smaller on one side than the conventional one.
The size of the restoration device is large and takes up space.
Solve the problem. 4.2.1. ~ 4.2.4. in
The sliding part is a double (or more) seismic isolation plate seismic isolation device and sliding bearing
Can be used for all. 4.2.5. Double with roller and ball (bearing)
78 (FIG. 78), FIG. 340 (a), FIG. 342, FIG. 343, FIG.
3, FIG. 355, FIG. 364, and FIG.
1 shows an embodiment of the invention described. The present invention provides: No
Heavy (or double or more) seismic isolation plates
And a roller ball (bearing) between the seismic isolation plates
By adding 5-e and 5-f, the decrease in friction coefficient
It is intended to achieve high seismic isolation performance. Figure
78, 4.1.1. Double (or more than double) seismic isolation plates
When a ball (bearing) is inserted into the seismic isolation device / slide bearing
It is. Dig down the lower seismic isolation plate 3-b and
(Bearing) 5-e. Upper seismic isolation plate 3-
a and the lower seismic isolation plate 3-b are sealed with almost no gap.
Is better to keep out dust etc.
I have. FIGS. 340 (a), 343, 353, and 35
5, FIG. 364 and FIG. 366 are 4.1.2. Pull-out prevention
With Mie (or Mie or more) seismic isolation plate seismic isolation device, sliding support
This is the case where a ball (bearing) is put in the bearing (FIG. 35).
5. Fig. 366 shows rollers or balls (bearings)
Both cases are shown). Intermediate seismic isolation plate (3-
m1, 3-m2, 3-m3) and lower seismic isolation plate 3-b
Dig down and put the ball (bearing) 5-e into it
ing. 340 (a), 353, and 364.
In this case, as shown in FIG. 342, FIG. 355, and FIG.
Roller (Bary)
G) 5-f may be added. In each case, the cage
(Ball and roller bearings)
In some cases, -f does not change location. Also,
Lubrication for 5-e and 5-f such as roller and ball (bearing)
There is also a method of lubricating by adding an agent. Also this roller
・ Balls (bearings) are circulated by rolling guides
It may be advantageous to take a circulating form. 4.3. Plane, cylindrical trough, V-shaped trough
Plates (with upper and lower connecting slides) FIGS. 344 to 352, 356 to 363, and 367 to
374, 375 to 380, and 383 refer to claim 5
An embodiment according to claim 8 and claim 58-2 will be described. More than triple exemption
For shake plate seismic isolation device and sliding bearing 4.1.2. Up and down
In the connecting slide member, the middle seismic isolation plate is naturally returned to its original position.
Does not return (both flat and concave), the middle seismic isolation plate is removed during an earthquake
Could have been. In addition, the vertical connecting slide member is natural
Does not return to its original position (both flat and concave)
There was a possibility that the lower connecting slide member came off. this problem
Is to solve. Claim 58, Claim 58-2
The invention of item 4 More than triple seismic isolation plate seismic isolation device and sliding support
There are several seismic isolation plates, and those seismic isolation plates
But on the seismic isolation plate itself (in parallel opposite sides)
It is connected to each other by the lower connecting slide part,
Reclining, downward flat or cylindrical trough or V-shaped
An upper seismic isolation plate with a sliding surface such as a valley surface
Plane or cylindrical trough or V-shaped trough
Lower seismic isolation plates and rollers sandwiched between these seismic isolation plates
And other rolling elements or intermediate sliding parts (slip members).
Rolling of rollers etc. for each unit
When the seismic isolation plate has three layers, the direction of the body changes.
When the seismic isolation plate has three or more layers,
Overlap so that the total of the intersection angles is 180 degrees
(The lower upper seismic isolation plate also has the upper lower seismic isolation plate.
In some cases), depending on the layer, in all directions
From the horizontal force from
Seismic isolation device, sliding bearing, and seismic isolation
It is a structure. The upper and lower connecting slide part is a seismic isolation plate
Or protrude from (the opposite sides of the slide member)
It means the hooking section (or hooking section). On this
Hook part (or hook part) of lower connecting slide part
But the upper and lower members (seismic isolation plates and slide members)
Fitting into the concave (or convex) provided on the opposite side)
This resists the pull-out force. Also, slide up and down
The part may have a guide. In that case,
It also has a function to prevent rotation and torsion (see Chapter 10). That
The seismic isolation plate and the slide member are
Because of the movement, the movement in the direction other than the sliding direction is regulated
Because. The upper and lower connecting slide members have basically the same structure.
But if they stand alone,
Ride member, other members (seismic isolation plate or slide
Above) when subordinate (integrated with other members)
It becomes the lower connecting slide part (upper and lower connecting slides of 4.1.2.)
Ride member). Up and down connecting slide part and seismic isolation plate
The connecting position is between the opposite sides of the seismic isolation plate (outside guide
Type), or the sliding surface of the seismic isolation plate (inner guide type), or
Can be either of them (outer guide type, inner guide type)
Explanation of 10.1.1. Reference, guide section
It is the same if you think it is a riding section). Downward flat sliding surface
Upper seismic isolation plate with a section (flat sliding surface) and an upward facing
Lower seismic isolation with a flat sliding surface (flat sliding surface)
Plate and rolling elements such as rollers sandwiched between these seismic isolation plates.
Or an intermediate sliding part (slip member)
In this case, the slide part is connected to the seismic isolation plate itself.
The upper and lower connecting slide members
There is no worry about coming off during an earthquake. Especially triple structure of seismic isolation plate
In case of
Not only does the middle seismic isolation plate return to its original position
Also have. In addition, there are fewer upper seismic isolation plates or lower seismic isolation plates.
One of them is concave such as cylindrical trough or V-shaped trough.
Rolling elements such as rollers are placed on these seismic isolation plates.
Or exempt by sandwiching the intermediate sliding part (slip member).
When constructing seismic devices and sliding bearings,
Not only do not come off, but also return in all directions.
Can be restored, and can be restored in all directions with a roller type
Ability to improve withstand voltage performance
Become. In addition, seismic isolation with a V-shaped trough-shaped concave sliding surface
4. In the case of a dish. As shown in the figure, the seismic isolation device without resonance
Will be possible. 4.1.2. Description of the embodiment according to the classification of
Then, (1) crossing two parallel (orthogonal two parallel) vertical connection FIGS. 344 to 347 show an upper portion having a planar sliding surface portion.
The seismic isolation plate 3-a and the lower seismic isolation plate 3-b are parallel
And installed on the middle seismic isolation plate 3-m with a flat sliding surface.
Interconnected by the upper and lower connecting slide portions 3-s
When sliding due to sliding (flat sliding type)
Example of FIG. 345 (FIG. 345), upper part having a flat sliding surface portion
The seismic isolation plate 3-a and the lower seismic isolation plate 3-b are parallel
And installed on the middle seismic isolation plate 3-m with a flat sliding surface.
Interconnected by the upper and lower connecting slide portions 3-s
Roller 5-f, ball 5-e (bearing) rolling
Low when sliding due to rolling (flat rolling type)
Example in the case of using 5-f (FIG. 346), ball 5
In the embodiment (FIG. 347) in the case of −e (bearing).
is there. 348 to 350 show V-shaped valley surfaces, cylindrical valley surfaces, and the like.
Upper seismic isolation plate 3-a, lower seismic isolation plate 3 having concave sliding surface portion
-B is the parallel opposite sides, V-shaped valley surface, cylindrical valley surface, etc.
Installed on the middle seismic isolation plate 3-m having a concave sliding surface
It is connected to each other by the vertical connecting slide part 3-s,
Roller 5-f (bearing) slides due to rolling
This is an example of the case of performing (concave rolling type). FIG.
FIG. 352 has concave sliding surfaces such as a V-shaped valley surface and a cylindrical valley surface.
Upper seismic isolation plate 3-a and lower seismic isolation plate 3-b
Between concave sides such as V-shaped troughs and cylindrical troughs
Up and down connecting slide provided on 3-m
They are connected to each other by the part 3-s,
When sliding due to slip of member (6) (intermediate sliding)
It is an example of a partial sliding type. Intermediate sliding part
(Slip member) 6 is the same as roller 5-f in the sliding direction.
It may be long in the cross direction. In particular, this triple seismic isolation plate structure
In the case of formation, the vertical connecting slide member does not come off
Not only will it become the middle seismic isolation plate 3-m naturally
It also has the effect that it will not come off because it returns. (2) Three parallel upper and lower crossings FIGS. 356 to 358 show an upper portion having a plane type sliding surface portion.
The seismic isolation plate 3-a and the lower seismic isolation plate 3-b are parallel
Seismic isolation plate with a flat sliding surface (Part 1)
3-m1 and the middle seismic isolation plate (Part 2) 3-m2
Are connected to each other by the upper and lower connecting slide portions 3-s.
Example of peeling and sliding (flat sliding type)
357) Also, these seismic isolation plates are installed between the seismic isolation plates.
Roller 5-f, ball 5-e (bearing) rolling
Example of sliding by sliding (flat rolling type)
(FIG. 358). 359 to 361 show a V-shaped valley surface.
-Upper seismic isolation plate 3 with concave sliding surface such as cylindrical valley surface 3-
a, the lower seismic isolation plate 3-b is a V-shaped
Intermediate seismic isolation plate with concave sliding surface such as valley surface and cylindrical valley surface
(Part 1) 3-m1 and middle seismic isolation plate (Part 2) 3-
By the vertical connecting slide part 3-s provided in m2
Rolling of roller 5-f (bearing) connected to each other
In case of sliding by (concave rolling type)
is there. 362 to 363 show V-shaped valley surfaces, cylindrical valley surfaces, and the like.
Upper seismic isolation plate 3-a, lower seismic isolation plate 3 having concave sliding surface portion
-B is the parallel opposite sides, V-shaped valley surface, cylindrical valley surface, etc.
-Isolation plate with concave sliding surface part (part 1) 3-m
1, and provided in the middle seismic isolation plate (part 2) 3-m2
It is connected to each other by the vertical connecting slide part 3-s,
Sliding by sliding of sliding part (slip member) 6
(Sliding type with intermediate sliding part)
You. The intermediate sliding part (slip member) 6 is the same as the roller 5-f.
It may be long in the direction perpendicular to the sliding direction. (3) Intersection 4 parallel upper and lower connection FIGS. 367 to 369 show an upper portion having a plane type sliding surface portion.
The seismic isolation plate 3-a and the lower seismic isolation plate 3-b are parallel
Seismic isolation plate with a flat sliding surface (Part 1)
3-m1, middle seismic isolation plate (part 2) 3-m2, and middle
Upper and lower connecting sly provided on 3-m3 seismic isolation plate (part 3)
Are connected to each other by the
Example of sliding (planar sliding type) (FIG. 36)
8), upper seismic isolation plate 3-a having a flat sliding surface, lower
The seismic isolation plate 3-b is a flat sliding
Intermediate Seismic Isolation Plate with Slope (Part 1) 3-m1, Intermediate Isolation
Shaking plate (part 2) 3-m2 and middle seismic isolation plate (part 3)
3-m3, provided by the vertical connecting slide part 3-s
And the roller 5-f and the ball 5-e
When sliding due to (bearing) rolling (flat
It is an example (FIG. 369) of a surface rolling type. FIG. 370
FIG. 372 shows concave sliding surfaces such as V-shaped troughs and cylindrical troughs.
Upper seismic isolation plate 3-a and lower seismic isolation plate 3-b
Between concave sides such as V-shaped troughs and cylindrical troughs
Intermediate seismic isolation plate (part 1) 3-m1,
2) 3-m2, and the middle seismic isolation plate (part 3) 3-m3
The upper and lower connecting slide portions 3-s provided in
To roll the roller 5-f (bearing)
Therefore, in the case of sliding (concave rolling type),
You. 373 to 374 show concave portions such as a V-shaped valley surface and a cylindrical valley surface.
Upper seismic isolation plate 3-a and lower seismic isolation plate 3-
and b are parallel opposite sides, such as a V-shaped valley surface and a cylindrical valley surface.
Intermediate seismic isolation plate with concave sliding surface (part 1) 3-m1,
Intermediate seismic isolation plate (part 2) 3-m2,
3) The vertical connecting slide part 3- provided on 3-m3
are connected to each other by s, and the intermediate sliding part (slip member)
In case of sliding due to sliding of 6 (with intermediate sliding part
This is an embodiment of a planar sliding type. Intermediate sliding part (sliding part
Material 6 is in the direction perpendicular to the sliding direction like the roller 5-f
May be longer. (4) Up and down connection of 5 parallels or more crossing 5 or more parallels of up and down connection by sliding part 3-s
A jaw (a regular decagon or more) is also considered. The number of parallel intersections
Increasing the number corresponds to the seismic force in the diagonal direction with respect to the seismic isolation plate
It's easy to do. (5) Shape of seismic isolation plate In any case, the slide part 3-s that connects vertically is parallel
Hooks provided on opposite sides of each other and on the sliding surface of the seismic isolation plate
・ Attached by hook, seismic isolation plate slides in all directions
If possible, the form of the seismic isolation plate itself does not matter. One
In other words, in (1), the shape is a parallel shape in two directions of intersection (orthogonal),
In (2), the shape is parallel in three directions of intersection, and in (3), the shape of intersection 4
Parallel shape in (4), parallel shape in 5 directions of intersection in (4)
, And in the parallel shape in the six directions of intersection,
The slide part 3-s is attached, and so on.
And it can handle even more crossing directions.
Wear. (6) Vertical connecting slide part In any of the above cases, whether the vertical connecting slide part is hooked
The upper part (or the lower part) of the overlapping part
Any of the dishes may be used. Also, all above and below
381 to 383 as the connecting slide portion 3-s.
Thus, a ball (bearing) 5-e between the seismic isolation plate and
Roller (bearing) 5-f sandwiched to lower friction coefficient
Can be considered. FIG. 383 shows a vertical connecting slide portion.
In minutes 3-s, ball roller (bearing) 5-e,
5-f is provided, and the rolling of the ball etc.
This is the case where the frictional resistance is reduced (FIG.
-E). As can be seen from this figure, the side friction
If you want to reduce the
Part (or hook part) is provided for the base isolation plate below
But roller ball (bearing) 5-e, 5-f
There is no need to shift. In addition, the roller ball mentioned here
Examples using other rolling elements, or other concave sliding surfaces
An embodiment using a unit is also conceivable. (7) Multiple roller type If the number of rollers is one, the pressure resistance is poor.
There was a demand for improving the pressure resistance performance. Below, 1) V-shaped valley surface
, 2) Planar or cylindrical trough
You. 1) V-shaped valley surface The invention of claim 59 is the invention of claim 58 or claim 58-2.
In the seismic isolation device and sliding bearing described in the section, the downward V-shaped valley
Upper seismic isolation plate with sliding surface such as surface and upward V-shaped
The lower seismic isolation plate having a sliding surface such as a valley surface
It has a sliding surface such as a V-shaped valley surface, and this sliding surface (each)
Rolling elements such as rollers, or intermediate sliding parts (slip members)
It is constituted by sandwiching. When there are three seismic isolation plates,
It consists of an upper seismic isolation plate, an intermediate seismic isolation plate, and a lower seismic isolation plate.
(Upper seismic isolation plate and upper seismic isolation plate, lower seismic isolation plate and lower seismic isolation
See 3.1. reference). concrete
Has a sliding surface such as a downward V-shaped valley surface.
Shaking plate 3-a and upward and downward V-shaped valleys
3-m seismic isolation plate with a sloped surface and an upward facing V-shaped valley surface
And a lower seismic isolation plate 3-b having a sliding surface such as
Has a sliding surface such as a V-shaped valley surface.
And rolling elements such as rollers or intermediate sliding parts (sliding parts)
Material). 375 to 377
In the invention according to claim 59, (2) the intersection 3
This is an example of a case where rows are connected vertically, and a downward V-shaped valley surface shape
Upper seismic isolation plate 3-a having a sliding surface of
Intermediate seismic isolation plate 3 having a sliding surface such as a downward V-shaped valley surface
-M and a lower part having an upwardly facing V-shaped valley-shaped sliding surface.
Shaking plate 3-b has two sliding surfaces such as V-shaped troughs
Part with a downward facing V-shaped trough-shaped sliding surface
Downward V-shaped valley surface of seismic isolation plate 3-a and upper seismic isolation plate 3-a
V-shaped valley surface, etc. facing upwards and downwards symmetrically on the sliding surface
Roller between the middle seismic isolation plate 3-m having a sliding surface
And the rolling element 5-f is sandwiched and slides downward in a V-shaped valley surface.
An intermediate seismic isolation plate 3-m having a surface portion and an intermediate seismic isolation plate 3-m
Upward at the vertically symmetrical position of the downward V-shaped trough-shaped sliding surface
With the lower seismic isolation plate 3-b having a V-shaped trough-shaped sliding surface
Between the rolling elements 5-f such as rollers, the upper seismic isolation plate
3-a downwardly facing V-shaped valley-shaped sliding surface and its upper and lower pair
Sliding surface such as an upward V-shaped valley surface installed at the nominal position
And a downwardly facing V-shaped valley-shaped sliding surface in the middle seismic isolation plate 3-m
And V-shaped valley surface facing upward and vertically symmetric
When the sliding surfaces are perpendicular to each other
This is an embodiment of the present invention. 2) Planar shape or cylindrical trough shape The invention of claim 60 is the invention of claim 58 or claim 58-2.
For seismic isolation devices and sliding bearings described in section
Or an upper seismic isolation plate having a sliding surface such as a cylindrical trough,
Has a sliding surface such as an upward flat or cylindrical trough
Lower seismic isolation plate and multiple rows sandwiched between these seismic isolation plates
With rolling elements or intermediate sliding parts (slip members)
It is composed. When there are three seismic isolation plates,
It consists of an intermediate seismic isolation plate and a lower seismic isolation plate. concrete
A sliding surface such as a flat surface facing downward or a cylindrical trough surface.
Upper seismic isolation plate 3-a and upward and downward cylinders
Intermediate seismic isolation plate 3-m with sliding surface such as valley surface, and upward
Lower part with a sliding surface such as a flat or cylindrical trough
The seismic isolation plate 3-b and a plurality of blocks sandwiched between these seismic isolation plates
Rollers and intermediate sliding parts (slip members)
It is constituted by. FIGS. 378 to 380 illustrate this claim.
Item 60: The above-mentioned (2) Crossing 3 parallel vertical connecting field
In this example, a downwardly facing cylindrical trough-shaped sliding surface is provided.
Upper seismic isolation plate 3-a and upward and downward cylindrical troughs
An intermediate seismic isolation plate 3-m having a planar sliding surface, and an upward facing
Lower seismic isolation plate 3-b with cylindrical trough-shaped sliding surface
Between two sliding surfaces in the form of cylindrical troughs.
Roller and other rolling elements.
This is an example in which Specifically, a downward facing cylindrical trough
An upper seismic isolation plate 3-a having a sliding surface
Seismic isolation plate with a sliding surface such as a downwardly facing cylindrical trough
3-m and a lower portion having an upwardly-facing cylindrical trough-shaped sliding surface portion
Each of the seismic isolation plates 3-b has a sliding surface such as a cylindrical valley surface.
Upper seismic isolation with a downwardly facing cylindrical trough-shaped sliding surface
Dish 3-a and upper cylindrical base 3-a downward cylindrical valley surface
Sliding such as cylindrical valley surface upward at the vertical symmetric position of the sliding surface
Two rollers between an intermediate seismic isolation plate 3-m having a surface portion
Between the rolling elements 5-f, etc.
Intermediate seismic isolation plate 3-m with sloped surface, and intermediate seismic isolation plate 3-m
Upward to the vertical symmetry of the downwardly facing cylindrical trough-shaped sliding surface
A lower seismic isolation plate 3-b having a mushroom cylindrical trough-shaped sliding surface
Rolling elements 5-f such as two rollers are sandwiched between
Seismic isolation plate 3-a and its downward cylindrical trough-shaped sliding surface
And upwardly symmetrical valley surface
Slope and the downwardly extending cylindrical valley surface of the 3-m
Surface and an upwardly-facing cylinder installed vertically symmetrically with it
The valley-shaped sliding surface is in a direction perpendicular to each other.
This is an example in which Upper side with flat sliding surface
Seismic isolation plate and lower seismic isolation with upward flat sliding surface
The number of rollers between the plates is 3 or more.
(See FIGS. 344 to 347), but a downwardly facing cylindrical trough
Upper seismic isolation plate with a sliding surface and an upwardly facing cylindrical trough
B sandwiched by the lower seismic isolation plate with
Rollers that do not touch the upper and lower seismic isolation plates unless there are two
Error occurs. Therefore, two cases are advantageous. However
There is a reasonable ratio between three (or odd) rollers
You. Because the two at both ends contact the upper and lower seismic isolation plates,
The middle roller does not touch. This allows two
Contact surface caused by the rollers contacting each other
The increase in frictional resistance due to reverse rotation at
The roller in the middle that does not come in contact with
To reduce frictional resistance by penetrating
Has the effect of (8) Roller gear holding type The invention of claim 60-2 is the invention of claims 35 to 6.
Seismic isolation device or sliding bearing according to any one of Clause 0
The rack on the roller rolling surface of the sliding surface
Around the rack with teeth (gears) that mesh with the rack
Seismic isolation device and sliding support, characterized by comprising
It is a seismic isolation structure. By this
To prevent slippage due to slippage during roller seismic isolation
Becomes possible. This invention is suitable for all roller-type seismic isolation plates.
Is available. In addition, the present invention also prevents rotation and torsion.
It is possible (see 10.1.2.2.2). FIG. 479 is
Example of the invention of the present invention, a triple (or triple or more) seismic isolation plate
Upper (side) seismic isolation plate 3-a, lower part of seismic isolation device / slide bearing
(Side) Roller 5- of seismic isolation plate 3-b and intermediate seismic isolation plate 3-m
f rack 3-r on the rolling surface, and
When the gear 5-fr meshing with the rack 3-r is provided,
It is. (9) Roller groove holding type The invention of claim 60-3 is the invention of claims 35 to 6.
For seismic isolation devices and sliding bearings described in any one of paragraphs 0-2
The roller and the roller rolling surface on the sliding surface
It is necessary to provide a groove on one side and a projection on the other side.
A sliding bearing characterized by being constituted by
This is the invention of the seismic isolation structure by using it. According to the invention
It is also possible to prevent the rollers from slipping during seismic isolation.
You. Roller misalignment is caused by slip during seismic isolation.
Is inclined with respect to the sliding direction.
Prevent it. This invention is applicable to all roller-type seismic isolation plates
Noh. Also, the present invention can prevent rotation and twisting
(See 10.1.2.1). FIG. 478 shows that
Example, upper (side) seismic isolation plate 3-a, lower (side)
The example in the shake plate 3-b is shown. Intermediate seismic isolation plate 3
In the case of -m, rails are formed on the upper and lower surfaces of the seismic isolation plate.
Guide part (convex part) 3-l is perpendicular to the upper and lower surfaces
Installed in Also, a guide is provided on the rolling surface of roller 5-f.
Guide (projection) insertion groove on the roller 5-f side with its guide
There is also the opposite case where a portion (convex portion) is provided. In addition,
There are more than one roller and one groove
In the case of, the effect is more effective when the interval is further increased.
In addition, instead of a roller,
Long sliding members are also possible. 4.4. Double (or less than double) with seal and dustproof cover
75) The seismic isolation plate seismic isolation device / slip bearing is shown in FIGS. 75 (a) and (b).
(Or more than double) seismic isolation plate seal or dust cover
Is an embodiment of the invention relating to 4.1. ~ 4.3. No
It can be applied to the deviation. 4. Double (or more than double
) Seismic isolation plate seismic isolation device, upper seismic isolation plate for sliding bearing, lower seismic isolation
Dustproof cover 3-c or
Is sealed with a seal 3-c that allows for shaking around
This can cause evaporation of lubricant, rain, dust, etc.
Slippage is not bad due to accumulation, exposure to air, etc.
Can be prevented. Also, during a major earthquake,
3-c is torn or the dust cover 3-c is opened and
Allow movement. 4.5. Gravity restoration type single seismic isolation plate seismic isolation device, sliding bearing
FIGS. 110 to 113 show claims 62 and 63.
Gravity restoring type single seismic isolation plate seismic isolation device, sliding part of sliding bearing
5 shows an embodiment of the fifth improved invention. 4.5.1. FIG. 110 has an intermediate sliding portion according to claim 62.
Of a gravity-restoring single seismic isolation plate seismic isolation device and sliding bearing
Is shown. Spherical or mortar-shaped or cylindrical trough-shaped
Or a concave sliding surface portion such as a V-shaped valley surface (in this figure, a concave spherical surface)
Seismic isolation plate 3 having a flat sliding surface and sliding on that surface
And a sliding portion 5 having an intermediate sliding portion 6. Middle slip
The surface of the portion 6 which is in contact with the sliding portion 5 has a concave portion having the same curvature as the sliding portion 5.
It has a (or convex) type (spherical) sliding surface,
The contact surface is the same curvature as the seismic isolation plate 3 or a convex slide with the curvature that touches it.
(In this figure, a sliding surface having a spherical surface of the same curvature).
In other words, spherical or mortar-shaped or cylindrical trough-shaped or
Seismic isolation plate 3 with concave sliding surface such as V-shaped valley surface, and seismic isolation
Convex sliding surface with the same spherical curvature or tangent curvature as the concave shape of plate 3
With a concave part (or convex) on the opposite part of this convex sliding surface part
An intermediate sliding portion 6 having a mold-shaped spherical sliding surface portion;
The same spherical ratio as the concave (or convex) type spherical sliding surface part of the ridge 6
And a sliding portion 5 having a convex (or concave) type sliding surface portion.
And the intermediate sliding part 6 is sandwiched between the seismic isolation plate 3 and the sliding part 5.
It is constituted by inserting. The intermediate sliding part 6 is a roller
・ In case of intermediate sliding part 6 with ball (bearing)
Yes, and in some cases a cage with roller balls.
The sliding part 5 is attached to the structure 1 to be seismically isolated,
3 is attached to the structure 2 supporting the seismically isolated structure 1
Can be The seismic isolation plate 3 and the sliding part 5 are seismically isolated.
For the body 1, the structure 2 supporting the seismically isolated structure 1
In some cases, they can be installed in reverse. In this case (FIG. 11)
Zero concave spherical sliding surface is an example).
Therefore, even if the sliding part 5 and the seismic isolation plate 3 are displaced,
Intermediate so that the sliding part 6 follows the spherical shape of the seismic isolation plate 3
The sliding part 6 is a convex (or concave) type (spherical) sliding part of the sliding part 5.
Rotated with respect to the surface, sliding part 5 and intermediate sliding part 6 and intermediate
The contact area between the sliding part 6 and the seismic isolation plate 3 is always the same area.
This is advantageous in vertical load transmission capacity. Also slip
The skirt is wider than the concave spherical shape of the seismic isolation plate.
Shape is also advantageous in vertical load transfer capacity.
It is. Roller boa on the lower part (lower surface) of 6-l
(E.g., bearings) 5-e and 5-f.
In this case, always use a roller or roller for the concave spherical shape.
The same contact area is obtained even when the ball touches and vibrates.
This is advantageous in vertical load transmission capacity. Also in the middle
At the position where the sliding part 6 and the sliding part 5 are in contact,
Providing a bearing (bearing) makes it easier to swing
It is. In addition, as shown in FIGS.
Large balls (bearings) are circulated by rolling guides.
It is desirable to take the form of circulation. 4.5.2. Double intermediate sliding portion The invention according to claim 63 is directed to 4.5.1. Middle in
With a sliding part 6 or a roller ball (bearing)
The intermediate sliding portion is a first intermediate sliding portion 6-a or a roller.
・ First intermediate sliding portion 6-a with ball (bearing)
And the second intermediate sliding portion 6-b or the roller ball (be
Divided into the second intermediate sliding portion 6-b
It is the invention characterized by having. FIG. 111
Item 63: Gravity recovery having a double intermediate sliding portion according to the invention described in Item 63.
Example of single-type seismic isolation plate seismic isolation device and sliding bearing
You. Spherical or mortar-shaped or cylindrical trough-shaped or V-shaped
A concave sliding surface such as a valley surface (in this figure, a concave spherical sliding surface)
Isolation plate 3 with a surface part) and an intermediate slide that slides on that surface
And a sliding portion 5 having a middle portion.
It is divided into an intermediate sliding portion 6-b and a first intermediate sliding portion 6-a.
The surface of the first intermediate sliding portion 6-a that contacts the sliding portion 5 is a sliding portion.
Has concave (or convex) (spherical) sliding surface with the same curvature as 5
The surface of the second intermediate sliding portion 6-b that contacts the seismic isolation plate 3 is
A convex sliding surface portion having the same curvature as or adjacent to the shaking plate 3 (this
In the drawing, the surface has a spherical surface having the same curvature. First intermediate slip
Surfaces of the portion 6-a and the second intermediate sliding portion 6-b that are in contact with each other
Is the convex-concave (spherical) slip of the mating relationship of the same curvature
It has a surface. That is, spherical or mortar-shaped
Has a concave sliding surface such as a cylindrical trough or V-shaped trough
And the same sphere ratio as the concave shape of the seismic isolation plate 3
Has a convex sliding surface with a curvature that is opposite to that of the convex sliding surface.
Second intermediate part having concave (or convex) type spherical sliding surface part
Sliding portion 6-b and concave (or convex) type spherical surface at the opposite portion
Convex (or concave) type spherical slide surface with the same spherical ratio as the slide surface
With a convex (or concave) type spherical sliding surface
The first intermediate slide with concave (or convex) type spherical slide surface
And the concave portion of the first intermediate sliding portion 6-a.
Or convex (or convex) type spherical surface with the same spherical ratio as the sliding surface
(Concave) type sliding part 5 having a spherical sliding surface part.
The first intermediate sliding portion 6-a and the second intermediate sliding portion 6-b are:
Shapes where spherical sliding surfaces with the same spherical ratio overlap each other
Then, between the seismic isolation plate 3 and the sliding part 5,
It is composed of Second intermediate sliding portion 6-b and first intermediate sliding
The part 6-a has a roller ball (bearing).
In some cases. The sliding part 5 is attached to the seismically isolated structure 1.
The seismic isolation plate 3 supports the structure 1 to be isolated.
It is attached to the structure 2. In addition, the relation between seismic isolation plate 3 and sliding part 5
The person in charge may be upside down. FIG. 112 to FIG.
63. A gravity recovery device having a double intermediate sliding portion according to claim 63.
An example of the original single seismic isolation plate seismic isolation device and sliding bearing is shown.
111, the sliding portion 5, the second intermediate sliding portion 6-b,
When the unevenness of the mutual sliding surface of the first intermediate sliding portion 6-a is reversed.
It is. That is, spherical or mortar-shaped or cylindrical trough
Or a concave sliding surface such as a V-shaped valley (in this figure, concave
Seismic isolation plate 3 having a spherical sliding surface portion)
Also has a convex sliding surface with the same spherical curvature or tangent curvature as the mold.
The convex (or concave) spherical surface is opposite to the convex sliding surface.
A second intermediate sliding portion 6-b having a sliding surface portion, and vice versa.
With the same spherical ratio as the convex (or concave) spherical sliding surface
It has a concave (or convex) type spherical sliding surface.
Or convex) type The opposite part of the spherical sliding surface is convex (or concave) type
A first intermediate sliding portion 6-a having a spherical sliding surface portion;
This convex (or concave) spherical sliding of the intermediate sliding portion 6-a
Concave (or convex) type spherical sliding surface with the same spherical ratio as the surface
And the first intermediate sliding portion 6-
a and the second intermediate sliding portion 6-b are connected to the seismic isolation plate 3 and the sliding portion 5.
It is constituted by being sandwiched between. Second intermediate slip
The portion 6-b and the first intermediate sliding portion 6-a are
(Bearing) in some cases. Also, the second intermediate
The sliding part is multi-layered and the third (or more) intermediate
It may have a sliding part. Sliding part 5 is seismically isolated
The seismic isolation plate 3 attached to the body 1
It is attached to the supporting structure 2. In addition, with the seismic isolation plate 3,
In some cases, the relationship of the connecting portion 5 is upside down. FIG. 111, FIG.
In all cases of FIGS. 12 to 113, FIG.
(F) As shown in FIG.
However, even if the gap occurs, the middle sliding portion 6-b is
The intermediate sliding portion 6-b is adapted to follow the spherical shape of
Rotating relative to the sliding portion 6-a, and the intermediate sliding portion 6-a
It rotates with respect to the sliding part 5, and the sliding part 5 and the intermediate sliding part 6-a
And intermediate sliding portion 6-a and intermediate sliding portion 6-b and intermediate sliding
The contact area between part 6-b and seismic isolation plate 3 is always the same.
This is advantageous in vertical load transmission capacity. Also slip
The skirt is wider than the concave spherical shape of the seismic isolation plate.
Shape is also advantageous in vertical load transfer capacity.
It is. In addition, the lower portion (lower surface) of the sliding portion of the sliding portion 6-b
l, roller ball (bearing) 5-e, 5-f
May be provided. This configuration is based on the concave spherical shape of the seismic isolation plate.
Rollers and balls are always in contact with
The same contact area is obtained even when the
It is advantageous. A first intermediate sliding portion 6-a;
5. Roller at the position where it contacts the second intermediate sliding portion 6-b
・ Providing balls (bearings) makes swinging easier.
This is advantageous. Also, as shown in FIG.
In addition, this roller ball (bearing)
Advantageously, it takes the form of circulation by means of curling guidance. 4.6. Gravity restoration type single seismic isolation plate with vertical displacement absorption type for sliding part
Seismic isolation device / slip bearing 4.6.1. Gravity-restoring single-junction for sliding part vertical displacement absorption type
FIG. 114 to FIG. 115 show a sliding plate according to claim 64.
Gravity recovery single gravity seismic isolation plate seismic isolation device with vertical displacement absorption type
5 shows an embodiment of the bearing. This invention is a gravity restoration type
In the single-isolation plate seismic isolator / sliding bearing C, the seismic isolation plate
Vertical caused by sliding parts vibrating on the surface
It is characterized in that it absorbs displacement,
5-a and a spring or the like (spring / go) inserted into the cylinder 5-a.
5-b and an elastic body such as
It consists of a sliding part tip 5-c that is inserted in a protruding form.
You. This spring 5-b is a gravity-restoring single seismic isolation plate seismic isolation device
The vertical displacement during the operation of the mounting / sliding bearing C is absorbed.
6. Vertical displacement during vibration of gravity-restoring seismic isolation device and sliding bearing
The effect can be more enhanced by the combined use of the absorbing device. Cylinder 5-a
The upper part of the may be simply fixed clasp,
Female screw is cut and male screw 5-d is inserted
In some cases. This male screw 5-d rotates in the entry direction
By compressing and resilient, the springs 5-b compress and rebound
It is said that the power will be increased and the pushing force of the sliding part tip 5-c will be increased.
It has the function of increasing the resilience and being seismically isolated after an earthquake
For example, the residual displacement of the structure A can be corrected. Also,
This spring etc. 5-b is a gravity recovery type single seismic isolation plate seismic isolation device.
In addition to absorbing the vertical displacement during the operation of the sliding bearing C,
It also has the function of vertical seismic isolation. Sliding surface lower surface 5-l
Roller ball (bearing) 5-e, 5-f
It may be provided. In addition, this roller ball
Alling) is a form that is circulated by a circulating rolling guide.
It is advantageous to take. 4.6.2. Gravity-restoring single-junction for sliding part vertical displacement absorption type
Seismic plate seismic isolation device / sliding bearings
-The invention relates to a sliding bearing. This is described in 8.
1.2.2.3. Pin 7 of the automatic restoration type fixing device
, Slide part 5 or roller ball (bearing)
Insert the fixing pin 7 into the insertion part 7-v, 7-
vm is a seismic isolation plate 3 having a concave sliding surface,
By doing so, gravity recovery of the sliding part vertical displacement absorption type
Single-type seismic isolation plate seismic isolation device and sliding bearings become possible. Also,
This roller ball (bearing) is a circulating rolling
Advantageously it takes the form of circulation by guidance. 4.7. Boundary type vertical displacement absorbing gravity restoration type seismic isolation device
FIG. 338 shows a bevel-type slide according to claim 65 of the present invention.
Of vertical displacement absorption gravity recovery type seismic isolation device and sliding bearing
An example is shown. Seismic isolation plate 3 with concave sliding surface and seismic isolation
Roller ball (vehicle) that can slide on the concave sliding surface
Alling) or the sliding part 5 and the seismic isolation plate 3
And roller ball (bearing) or sliding part 5
One of which is slid vertically and restrained horizontally
Structure that is isolated by the sliding device 32
Structure that connects one and supports the structure that is seismically isolated
It is configured by being provided on the body 2. FIG.
8A is a plan view, and FIGS. 8B and 8C are sectional views.
is there. 338 (a) and (b) show the roller
・ Ball (bearing) or sliding part 5 in vertical direction
Slide device that slides in a horizontal direction and restrains horizontal movement
32, the seismic isolation plate 3 is connected to the seismically isolated structure 1.
When installed on the structure 2 supporting the seismically isolated structure,
338 (a) and (c) show the seismic isolation plate 3
The slide device 32 that restricts the horizontal movement
Is connected to the seismically isolated structure 1 and a roller ball
(Bearing) or a structure that is seismically isolated from the sliding part 5
This is a case where it is provided on the supporting structure 2. FIG. 338 (a)
And (b) and (a) and (c) both have a concave sliding surface portion.
The restoring ability of the seismic isolation plate 3 is unidirectional (Japanese Patent No. 1844024).
No. 1 to 4 of FIG.
) Or spherical, mortar-shaped, etc.
It may be gender. To explain the function, the seismically isolated structure A
And the sliding part 5 of the gravity restoring seismic isolation device / sliding bearing C or
Slide one of the seismic isolation plates 3 in the vertical direction to
Connected in the horizontal direction by the restricted slide device 32
By the earthquake of gravity restoring seismic isolation device and sliding bearing C
The horizontal displacement caused by the vibration of the building is transmitted to the seismically isolated structure A.
But no vertical displacement is transmitted. By that, combined
Pull-out prevention device and play against vertical displacement of sliding bearing
It is no longer necessary to provide
The rattle disappears. In addition, gravity recovery type seismic isolation device
Considering the restoration performance of the bearing C, gravity restoring seismic isolation device / slip
The member 20 attached to the sliding portion 5 of the bearing C is to be seismically isolated.
A weight equivalent to that of the structure A is required. In addition, other
Depending on the number of gravity restoring seismic isolation devices
Weight is reduced. Plane position of structure A to be seismically isolated
The weight of the member 20 can be changed in accordance with
Adjustment of the center of gravity such as the eccentricity of the structure A to be shaken is also possible. Ma
In addition, the sliding part 5 contacts the seismic isolation plate 3 having the concave sliding surface part.
Roller boad on the lower surface 5-l and upper surface 5-u
(E.g., bearings) 5-e and 5-f.
This roller ball (bearing) is a circulating rolling
Advantageously it takes the form of circulation by guidance. 4.8. New gravity restoration type seismic isolation device FIGS. 116 to 118 are described in claims 66 to 68.
Of the new gravity restoring seismic isolation device C without vertical displacement
An example is shown. FIG. 116 shows an embodiment according to claim 66.
This is an embodiment of the present invention, in which a structure A to be seismically isolated and a hanging material 8 are used.
The weight 20 suspended by the structure is used to support the seismically isolated structure.
Via the insertion port 31 provided in the structure or the foundation 2,
It is installed so that it is suspended under it. Shape of insertion slot 31
Regarding the shape, for example, in one direction (including
Ji) To give the restoration performance, the rounded corner shape
Insertion hole, insertion hole through rollers, omnidirectional recovery performance
If you want to add a corner, rounded bowl-shaped insertion port, trumpet
Shaped insertion port (Fig. 118), mortar-shaped or other shaped insertion port
As shown in FIG. 116, the hanging material 8 is
Round the corner or through a rotor such as a roller (in that case
Is perpendicular to the suspension member 8 of the weight 20 in the biaxial direction.
(Perpendicular to each other)
It is necessary to provide a rotor) to reduce friction
It is better to do. The material of the insertion port 31 is preferably a low friction material.
It also needs strength. In addition, the hanging material 8 also has strength,
Flexibility of cables, wires, ropes, etc. made of bendable materials
The member is selected. Also, to provide resilience,
The weight of the device is 20 when using this device alone.
The weight of structure A to be seismically isolated and seismic isolation device
This device is more than the value multiplied by the friction coefficient of the bearing.
If you use more than one,
(Weight of A x coefficient of friction) divided by the number
Need to be FIG. 118 is a cross-sectional view of the invention according to claim 67.
This is an embodiment, and is seismically isolated from the weight 20 of the embodiment of FIG.
A spring or the like (spring / go)
25 or an elastic body such as a magnet or a magnet).
You. The weight 20 can be reduced by the strength of the spring 25.
And can also be used as a shock absorber at the maximum amplitude.
it can. Especially, a gap is provided between the spring 25 and the foundation 2.
Machine that does not work if the amplitude does not exceed a certain earthquake amplitude
In other words, the shock absorber works only at the maximum amplitude.
To prevent slipping parts from coming off the seismic isolation plate used together.
It also functions as a slip-off prevention device. FIG. 117
Is an embodiment of the invention according to claim 68, and the weight 20
Alternatively, lock the fixing device to the hanging material 8 or an extension thereof.
It is configured by providing a lock function. Concrete
Specifically, for the weight 20, the hanging material 8, and these extensions,
An insertion portion 7-v of the fixing device G is provided, and a fixing pin 7 is provided therein.
Inserted. This fixing device G is described in “8.
・ Various types as shown in `` Damper ''
7 is connected to an earthquake sensor or a wind sensor. Ma
In patents 1844024 and 2575283,
The seismic isolation device (gravity restoration type seismic isolation device, sliding bearing)
Vertical displacement occurs during seismic vibration, but this new gravity-restoring seismic isolation
Although the device is a gravity-restoring seismic isolation device,
And no vertical displacement occurs. This means that
When the mounting / fixing device is designed to deal with vertical displacement
To solve problems such as rattling (see 2.6.
See). In addition, this new gravity restoring seismic isolation device is
The seismic isolation performance is higher than the restoring control. Restoration by spring etc.
In the former control, the restoring force increases in proportion to the displacement.
The larger the strong earthquake, the greater the repulsion, and therefore the seismic isolation
Degrades performance. This new gravity restoration type is,
Because it can obtain an unprecedented constant resilience,
However, seismic isolation performance does not decrease. Also proportional to displacement
The performance of having a constant restoring force is
It has a great effect on suppressing the residual displacement. In other words,
The spring type, whose restoring force increases in proportion to the
When it is small, it has no restoring force, so residual displacement remains.
Easy. On the other hand, it must have a constant restoring force that is not proportional to the displacement.
The new gravity restoring type provides a constant restoring force even if the displacement is small.
Therefore, the ability to eliminate residual displacement is large.
You. In addition, it has a constant restoring force that is not proportional to displacement.
Performance is important because the seismic isolation device itself does not have a natural period.
Has important effects. In other words, it has a resonance range for the earthquake cycle.
There is a great effect that there is no waste. In addition, to weight 20
The center of gravity of the seismically isolated structure is pushed down,
Problems such as the king phenomenon are reduced, and stable seismic isolation performance is obtained.
Help to be. Claim 68-2 claims
70. The license according to any one of claims 66 to 68.
In the case of a seismic structure, rolling is used as a sliding bearing
Bearings, sliding bearings (planar sliding surface without restoring performance
Seismic isolation structure characterized by the following:
It is an invention of a structure. Below, the gravity restoration type
The seismic device (which may include sliding bearings) is a
Quake device. " 5. Seismic isolation device without resonance, equation of motion and program 5.1. Seismic isolation device without resonance and its equation of motion 5.1.1. Seismic isolation device without resonance and its equation of motion Resonance is the most inevitable phenomenon in both seismic and seismic isolation
Was thought to be something. Therefore, a seismic isolation device without resonance
Is required. Claims 69 to 76 claim
Invention. 5.1.1.1. Slip-type seismic isolation device without resonance and resonance
Sliding type seismic isolation device 5.1.1.1.1. Slip-type seismic isolation device without resonance (1) Straight-slope-type restoring sliding bearings
Seismic isolation device consisting of seismic isolation plate with
Heavy seismic isolation plate seismic isolation device, sliding bearing (rolling, sliding, 4.
5. See), double (or more than double) seismic isolation plate seismic isolation device
-Sliding bearings (rolling / sliding, 2.10 / 2.12.
/4.1. -4.2.1.2.2.3. /4.2.1.2.
5. /4.2.1.3.2. ~ 4.3. /(4.4.)
See)) or the sliding / rolling surface is V-shaped
Seismic isolation device and sliding bearing consisting of seismic isolation plates with sliding surfaces
(Single seismic isolation plate seismic isolation device, sliding bearing (rolling, sliding,
4.5. See), double (or more than double) seismic isolation plate
Apparatus / slide bearing (rolling / sliding 4.2.1.2.
4. /4.2.1.2.5. /4.2.1.3.4. /
4.3. /(4.4.)) 10.1.1.2. Times
Rolling and twisting prevention device 2 (3) restoring type sliding bearing combined type)
The seismic isolation structure has no resonance phenomenon. Everything above
Straight slope with a mortar or V-shaped valley surface
Sliding bearing with restoring performance formed by
The seismic isolation structure by the linear gradient type restoring sliding bearing)
Does not have a resonance phenomenon. (2) Weight-restoring seismic isolation device Seismic-isolated structure using weight-restoring seismic isolation device (see 4.8)
Has no resonance phenomenon. As sliding support to be used together,
Sliding bearings with flat sliding surfaces without restoration
(Blade bearing, sliding bearing) (Claim 68-2)
Seismic isolation structure). Reconstruction of concave spherical surface and cylindrical trough surface as follows
It cannot be used in combination with a seismic isolation device or sliding bearing. 5.1.1.1.2. Sliding seismic isolation device with resonance For reference, the following two types of sliding seismic isolation devices with resonance were used.
Here are two types of seismic isolation devices. (1) Seismic isolation device with concave spherical surface and cylindrical trough restoring type / sliding bearing Seismic isolation device consisting of seismic isolation plate with concave spherical sliding surface
-Sliding bearings (2.10./2.12/4.1.-4.
2.1.2.1. /4.2.1.3.1. ~ 4.5. three
)) Or a seismic isolation plate with a cylindrical trough-shaped sliding surface
A seismic isolation device and sliding bearing (4.2.1.2.2.2./
4.2.1.3.3. /4.3. /(4.4.)/4.
5. The seismic isolation structure has a resonance phenomenon. that's all
Seismic isolation device consisting of seismic isolation plate with concave spherical sliding surface
Seismic isolation plate with mounting and sliding bearings and a cylindrical trough-shaped sliding surface
The seismic isolation device and sliding bearing consist of a concave spherical surface and a cylindrical valley surface.
It is called a restoring seismic isolation device and sliding bearing. Where there is no resonance
To make a sliding seismic isolation device, the sliding surface of the sliding bearing should be non-spherical.
Surface, a non-cylindrical valley surface. that too
The more the shape is shifted from the spherical surface and the cylindrical valley surface, the greater the effect
No. (2) Sliding bearing + spring type restoring device Another type is a sliding bearing + spring type restoring device (4.
2.4. /14.2.2. See))
Has a resonance phenomenon. 5.1.1.2. Slip-type seismic isolation device without resonance and resonance
Equation of motion with a sliding-type seismic isolation device (refer to 5.1.
3.1. See below) 5.1.1.1. Equation of motion by seismic isolation device
is there. 5.1.1.2.1. Slip-type seismic isolation device without resonance (1) Straight slope type restoring sliding bearing 1) Direct method By direct method of seismic isolation structure using straight slope-type restoring sliding bearing
The equation of motion is as follows. d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (x) + μ · sign (dx / dt)｝
= −d (dz / dt) / dt θ is small, (cos θ) ＾ 2 ≒ 1, tan θ ≒ θ
D (dx / dt) / dt + g ｛θ from (radian)
Sign (x) + μsign (dx / dt)｝ = −
d (dz / dt) / dt When there is a speed proportional damper,
Become. d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (x) + μ · sign (dx / dt)｝
+ C / m · dx / dt = −d (dz / dt) / dt When θ is small, (cos θ) ＾ 2 ≒ 1 and tan θ ≒ θ
D (dx / dt) / dt + g ｛θ from (radian)
Sign (x) + μsign (dx / dt)｝ + C
/ M · dx / dt = −d (dz / dt) / dt
In the proportional square velocity type, + C / m · d
Instead of x / dt, + C / m · (dx / dt) ＾ 2
Add. 2) Equivalent linearization method Equivalent linearization of base-isolated structures using straight-slope restoring sliding bearings
The equation of motion by the method is as follows. d (dx / dt) / dt + Ke / mxx + Ce / md
x / dt = −d (dz / dt) / dt Ke ≒ (π ＾ 2/8) · mg · tan θ / | x | Ke = (cos θ) ＾ 2 · mg · tan θ / | x | ≒ m
g · tan θ / | x | ≒ mg · θ / | x | Ce ≒ (4 / π) · mg · μ / | dx / dt | Ce = (cos θ) ＾ 2 · mg · μ / | dx / dt | ≒
mg · μ / | dx / dt | When there is a speed proportional damper,
Become. d (dx / dt) / dt + Ke / mxx + Ce / m
(Dx / dt + C / m · dx / dt = −d (dz / d
t) / dt, and the velocity squared type has + C
/ M · dx / dt instead of + C / m · (dx / d
t) Add $ 2. The above-mentioned Ke and Ce are explained.
In other words, when the equivalent natural period is used, Keｍｇ (π ＾ 2/8) · mg · tan θ / | x | When the equivalent method is used based on the equation of motion, Ke = (cos θ) ＾ 2 · mg · tan θ / | x | In the case of the energy consumption equivalent method, Ce ≒ (4 / π) · mg · μ / | dx / dt | In the case of the equivalent method from the equation of motion, Ce = (cos θ) ＾ 2 · mg · μ / | dx / Dt |. (2) Weight restoration type seismic isolation device 1) Direct method Operation of seismic isolation structure by weight restoration type seismic isolation device by direct method
The dynamic equation is as follows. d (dx / dt) / dt + M / m · g · sign (x)
+ Μg · sign (dx / dt) = − d (dz / dt)
/ Dt d (dx / dt) / dt + g ｛M / m · sign (x)
+ Μ · sign (dx / dt)｝ = − d (dz / dt)
/ Dt If there is a speed proportional damper,
Become. d (dx / dt) / dt + g ｛M / m · sign (x)
+ Μ · sign (dx / dt)｝ + C / m · dx / dt
= −d (dz / dt) / dt, and in the velocity square proportional type, + C
/ M · dx / dt instead of + C / m · (dx / d
t) Add $ 2. 2) Equivalent linearization method Equivalent linearization method of seismic isolation structure using weight-restoring seismic isolation device
The equation of motion is as follows. d (dx / dt) / dt + Ke / mxx + Ce / md
x / dt = −d (dz / dt) / dt Ke ≒ (π ＾ 2/8) · mg · M / m / | x | Ke = mg · M / m / | x | Ce ≒ (4 / π)・ Mg ・ μ / │dx / dt│ Ce = mg ・ μ / │dx / dt│ When there is a speed proportional damper,
Become. d (dx / dt) / dt + Ke / mxx + Ce / md
x / dt + C / m · dx / dt = −d (dz / dt) /
dt, and a damping term such as dt.
/ M · dx / dt instead of + C / m · (dx / d
t) Add $ 2. The above-mentioned Ke and Ce are explained.
In other words, when the equivalent natural period is used, Keｍｇ (π ＾ 2/8) · mg · tan θ / | x | When the equivalent method is used based on the equation of motion, Ke = (cos θ) ＾ 2 · mg · tan θ / | x | In the case of the energy consumption equivalent method, Ce ≒ (4 / π) · mg · μ / | dx / dt | In the case of the equivalent method from the equation of motion, Ce = (cos θ) ＾ 2 · mg · μ / | dx / Dt |. 5.1.1.2.2.2. Slip-type seismic isolation device with resonance (1) Recessed spherical surface / column valley surface restoration type seismic isolation device / slip bearing 1) Direct method Recessed spherical surface / column valley surface restoration type seismic isolation device / isolation by sliding bearing
The equation of motion of the seismic structure by the direct method is as follows.
You. d (dx / dt) / dt + g / R · x + μg · sign
(Dx / dt) = − d (dz / dt) / dt Further, when there is a velocity proportional damper,
Become. d (dx / dt) / dt + g / R · x + μg · sign
(Dx / dt) + C / m · dx / dt = −d (dz / d
t) / dt, and the velocity squared type has + C
/ M · dx / dt instead of + C / m · (dx / d
t) Add $ 2. 2) Equivalent linearization method Seismic isolation device with concave spherical surface and cylindrical valley surface restoration type, isolation by sliding bearing
The equation of motion of the seismic structure by the equivalent linearization method is as follows:
Swell. d (dx / dt) / dt + g / Rx + Ce / mdx
/ Dt = −d (dz / dt) / dt Ce ≒ (4 / π) · mg · μ / | dx / dt | Ce = mg · μ / | dx / dt | Also, if there is a speed proportional damper, ,As below
Become. d (dx / dt) / dt + g / Rx + Ce / mdx
/Dt+C/m.dx/dt=-d(dz/dt)/d
t, a damping term such as
/ M · dx / dt instead of + C / m · (dx / d
t) Add $ 2. The above Ce will be described.
Then, in the case of the energy consumption equivalent method, Ce ≒ (4 / π) · mg · μ / | dx / dt | In the case of the equivalent method from the equation of motion, Ce = (cos θ) ＾ 2 · mg · μ / | dx / dt |. (2) Sliding bearing + spring type restoring device 1) Direct method Sliding bearing + spring type restoring device for direct method of seismic isolation structure
The equation of motion is as follows. d (dx / dt) / dt + K / mxx + μgsign
(Dx / dt) = − d (dz / dt) / dt Further, when there is a velocity proportional damper,
Become. d (dx / dt) / dt + K / mxx + μgsign
(Dx / dt) + C / m · dx / dt = −d (dz / d
t) / dt, and the velocity squared type has + C
/ M · dx / dt instead of + C / m · (dx / d
t) Add $ 2. 2) Equivalent linearization method Equivalent linearity of seismic isolation structure using sliding bearing + spring type restoration device
The equation of motion by the generalization method is as follows. d (dx / dt) / dt + K / mxx + Ce / mxdx
/ Dt = −d (dz / dt) / dt Ce ≒ (4 / π) · mg · μ / | dx / dt | Ce = mg · μ / | dx / dt | Also, if there is a speed proportional damper, ,As below
Become. d (dx / dt) / dt + K / mxx + Ce / mxdx
/Dt+C/m.dx/dt=-d(dz/dt)/d
t, a damping term such as
/ M · dx / dt instead of + C / m · (dx / d
t) Add $ 2. The above Ce will be described.
Then, in the case of the energy consumption equivalent method, Ce ≒ (4 / π) · mg · μ / | dx / dt | In the case of the equivalent method from the equation of motion, Ce = (cos θ) ＾ 2 · mg · μ / | dx / dt |. 5.1.1.3. No resonance designed from equation of motion
Sliding seismic isolator with resonance with sliding seismic isolator (symbol explanation
Is 5.1.3.1. See 5.1.1.3.1. Slip-type seismic isolation device without resonance (1) Linear gradient-type restoring sliding bearing 1) Direct method Claim 69 is the equation of motion d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (x) + μ · sign (dx / dt)｝
= −d (dz / dt) / dt θ is small, (cos θ) ＾ 2 ≒ 1, tan θ ≒ θ
D (dx / dt) / dt + g ｛θ from (radian)
Sign (x) + μsign (dx / dt)｝ = −
d (dz / dt) / dt In the case where there is a speed proportional damper, d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (x) + μ · sign (dx / dt)｝
+ C / mｍdx / dt = −d (dz / dt) / dt When θ is small, (cos θ) ＾ 2 ≒ 1 and tan ≒ θ
D (dx / dt) / dt + g ｛θ from (radian)
Sign (x) + μsign (dx / dt)｝ + C
/ M · dx / dt = −d (dz / dt) / dt
In the proportional square velocity type, + C / m · d
Instead of x / dt, + C / m · (dx / dt) ＾ 2
Designed by structural analysis by adding
When considering restoration without residual displacement, θ ≥ μ is satisfied.
Seismic isolation device consisting of a seismic isolation plate with a mortar-shaped sliding surface
Mounting and sliding bearings, or a V-shaped trough-shaped sliding surface
Seismic isolation device consisting of a shaking plate, sliding bearing, or using it
This is the invention of the seismic isolation structure. 2) Equivalent linearization method Item 70 is an equation of motion by an equivalent linearization method: d (dx / dt) / dt + Ke / mxx + Ce / md
x / dt = −d (dz / dt) / dt Ke ≒ (π ＾ 2/8) · mg · tan θ / | x | Ke = (cos θ) ＾ 2 · mg · tan θ / | x | ≒ m
g · tan θ / | x | {mg · θ / | x | Ce} (4 / π) · mg · μ / |
dx / dt | Ce = (cos θ) ＾ 2 · mg · μ / | dx / dt | =
mg · μ / | dx / dt | In the case where there is a speed proportional damper, d (dx / dt) / dt + Ke / m · xCe / m · dx
/Dt+C/m.dx/dt=-d(dz/dt)/d
t, a damping term such as
/ M · dx / dt instead of + C / m · (dx / d
t) By performing structural analysis by adding ＾ 2, etc.
Considering restoration without residual displacement, θ
From a seismic isolation plate with a mortar-shaped sliding surface that satisfies ≧ μ
Seismic isolation device, sliding bearing, or V-shaped valley-shaped sliding surface
Seismic isolation device consisting of a seismic isolation plate with
This is an invention of a seismic isolation structure using the same. (2) Weight recovery type seismic isolation device 1) Direct method Claim 71 is the equation of motion d (dx / dt) / dt + g ＋ M / m · sign (x)
+ Μ · sign (dx / dt)｝ = − d (dz / dt)
/ Dt In the case where there is a speed proportional damper, d (dx / dt) / dt + g ・ M / m · sign (x)
+ Μ · sign (dx / dt)｝ + C / m · dx / dt
= −d (dz / dt) / dt, and in the velocity square proportional type, + C
/ M · dx / dt instead of + C / m · (dx / d
t) By performing structural analysis by adding ＾ 2, etc.
Considering restoration without residual displacement, M
/ M ≧ μ, weight-restoring seismic isolation device (see 4.8.
Or an invention of a seismic isolation structure using the same. 2) Equivalent linearization method Item 72 is an equation of motion by the equivalent linearization method: d (dx / dt) / dt + Ke / mxx + Ce / md
x / dt = −d (dz / dt) / dt Ke ≒ (π ＾ 2/8) · mg · M / m / | x | Ke = mg · M / m / | x | Ce ≒ (4 / π)・ Mg ・ μ / │dx / dt│ Ce = mg ・ μ / │dx / dt│ In addition, when there is a speed proportional damper, d (dx / dt) / dt + Ke / m × x + Ce / md
x / dt + C / m · dx / dt = −d (dz / dt) /
dt, and a damping term such as dt.
/ M · dx / dt instead of + C / m · (dx / d
t) By performing structural analysis by adding ＾ 2, etc.
Considering restoration without residual displacement, M
/ M ≧ μ, weight-restoring seismic isolation device (see 4.8.
Or an invention of a seismic isolation structure using the same. 5.1.1.3.2. Slip-type seismic isolation device with resonance (1) Concave spherical surface / column valley surface restoration type seismic isolation device / slip bearing 1) Direct method Claim 73 is the equation of motion d (dx / dt) / dt + g / R · x + μg · sign
(Dx / dt) = − d (dz / dt) / dt Also, in the case where there is a speed proportional damper, d (dx / dt) / dt + g / R · x + μg · sign
(Dx / dt) + C / m · dx / dt = −d (dz / d
t) / dt, and the velocity squared type has + C
/ M · dx / dt instead of + C / m · (dx / d
t) By performing structural analysis by adding ＾ 2, etc.
With a concave spherical sliding surface
Seismic isolation device consisting of a shaker, sliding bearing, or cylindrical trough
Isolation device / sliding support consisting of seismic isolation plate with sliding surface
This is an invention of a seismic isolation structure using the bearing or the seismic isolation structure. 2) Equivalent linearization method Claim 74 is the equation of motion by the equivalent linearization method: d (dx / dt) / dt + g / R ・ x + Ce / mｄdx
/ Dt = −d (dz / dt) / dt Ce ≒ (4 / π) · mg · μ / | dx / dt | Ce = mg · μ / | dx / dt | Also, if there is a velocity proportional damper d (Dx / dt) / dt + g / R · x + Ce / m · dx
/Dt+C/m.dx/dt=-d(dz/dt)/d
t, a damping term such as
/ M · dx / dt instead of + C / m · (dx / d
t) By performing structural analysis by adding ＾ 2, etc.
With a concave spherical sliding surface
Seismic isolation device consisting of a shaker, sliding bearing, or cylindrical trough
Isolation device / sliding support consisting of seismic isolation plate with sliding surface
This is an invention of a seismic isolation structure using the bearing or the seismic isolation structure. (2) Sliding bearing + spring type restoring device 1) Direct method Claim 75 is the equation of motion d (dx / dt) / dt + K / mx × μg · sign
(Dx / dt) = − d (dz / dt) / dt Also, in the case where there is a speed proportional damper, d (dx / dt) / dt + K / mx · μg · sign
(Dx / dt) + C / m · dx / dt = −d (dz / d
t) / dt, and the velocity squared type has + C
/ M · dx / dt instead of + C / m · (dx / d
t) By performing structural analysis by adding ＾ 2, etc.
By sliding bearing + spring type restoring device
Invention of seismic isolation device or seismic isolation structure using it
You. 2) Equivalent linearization method Claim 76 is an equation of motion by the equivalent linearization method: d (dx / dt) / dt + K / mxxCe / mdx
/ Dt = −d (dz / dt) / dt Ce ≒ (4 / π) · mg · μ / | dx / dt | Ce = mg · μ / | dx / dt | Also, if there is a velocity proportional damper d (Dx / dt) / dt + K / mxx + Ce / mxdx
/Dt+C/m.dx/dt=-d(dz/dt)/d
t, a damping term such as
/ M · dx / dt instead of + C / m · (dx / d
t) By performing structural analysis by adding ＾ 2, etc.
By sliding bearing + spring type restoring device
Invention of seismic isolation device or seismic isolation structure using it
You. 5.1.2. Proof of no resonance 5.1.1.1. Regarding (1) and (2) of 5.1.
1.2. In the equation of motion (2), M / m = θ
And the same equation of motion as (1). Equation of motion d (dx / dt) / dt + g ｛θ · sign (x) + μ
Sign (dx / dt)｝ = − d (dz / dt) / d
The solution of t is as follows (see 5.1.
3. Solution of equation of motion for sliding seismic isolation (mortar), see). (1) Theoretical solution of maximum response acceleration Absolute acceleration amplitude | d (dy / dt) / dt | max is | d (dy / dt) / dt | max = | (± θ + μ) g | (15) Absolute acceleration The magnification γ2 is as follows: γ2 = | (± θ + μ) / ε | (16) (2) Theoretical solution of the maximum response displacement The relative displacement amplitude x0 is x0 = | ± z0 / (2ε) · {(± θ + μ) ＾ 2 · π} 2 + 4ε {2} + (± θ + μ) · z0 / ε | … (8-1) The relative displacement magnification γ0 is γ0 = | ± 1 / (2ε) √ ｛(± θ + μ) ＾ 2 · π ＋ 2 + 4ε ＾ 2｝ + (± θ + μ) / ε |… (9-1) The absolute displacement amplitude y0 is: y0 = | (± θ + μ) z0 · π ＾ 2 / (8ε) | (12) The absolute displacement magnification γ1 is γ1 = | (± θ + μ) π ＾ 2 / (8ε) | 13) From the above, the response displacement magnification is the input (earthquake) cycle
Is independent of the input acceleration.
It is almost inversely proportional to speed, and increases at low input acceleration.
Although there is a width, amplification of the response displacement is large at a large input acceleration.
Not at all. Response absolute acceleration is also the input (earthquake) cycle
It is irrelevant and depends on the input displacement, speed and acceleration.
Instead, it is always a constant value (± tan θ + μ) · g. that's all
This has been proven in experiments. Resonance is a problem
Is the case of acceleration amplification rather than displacement amplification. It's also great
This is particularly a problem when the acceleration occurs when a strong acceleration is input. The present invention
Thus, a device free from such a concern becomes possible. This
The effect of the invention of this invention is that the seismic isolation structure
Is not necessary. The role of the damper is when the earthquake ends
The damping effect, resonance suppression, and displacement suppression. At the end of the earthquake
Regarding the damping effect, if the friction type is not spherical,
No dampers are needed because of the damping. Regarding displacement control
But at low speeds the hydraulic damper is not as good as friction
Therefore, if μ and θ are adjusted, no hydraulic damper is required (h =
16 / π ＾ 3 μ / tan θ ≒ 0.5 μ / θ). resonance
Since the resonance does not resonate as described above, the damper
Is not required. Based on the above, the seismic isolation structure
Will not be needed. 5.1.3. Solution of equation of motion for sliding seismic isolation (mortar shape) 5.1.3.1. Symbol list x: Mass point viewed from the ground = Response displacement of the seismically isolated structure (relative displacement) z: Immovable = Displacement of the ground viewed from an absolute point (absolute displacement) y = x + z: Immobile = viewed from an absolute point Response displacement of mass point (absolute displacement) x0: Displacement amplitude of mass point (as viewed from ground = relative to ground, relative displacement) y0: Displacement amplitude of mass point (immobile = absolute displacement as viewed from absolute point) z0: Displacement amplitude of seismic wave Dx / dt: Mass response speed (to ground, relative velocity) dz / dt: Earthquake velocity (absolute velocity) dy / dt: Mass response absolute velocity (absolute velocity) d (dx / dt) / dt: Response acceleration of mass point (relative acceleration to the ground) d (dz / dt) / dt: Seismic acceleration (absolute acceleration) d (dy / dt) / dt: Response absolute acceleration of mass point ( (Absolute acceleration) t: time m: mass of mass point M: restoration G: gravity acceleration θ: gradient of mortar-shaped seismic isolation plate radian μ: dynamic friction coefficient of seismic isolation plate h: damping constant C: viscous damping coefficient K: spring constant ω: circular frequency of seismic force (immovable (absolute Radian / sec ω0: natural frequency of mass point radian / sec z0 · ω ＾ 2: acceleration amplitude of seismic wave ε = z0 · ω ＾ 2 / g: seismic intensity γ0 = x0 / z0: amplitude rate ( Γ1 = y0 / z0: absolute displacement magnification γ2 = | d (dy / dt) / dt | max / | d (dz / dt) / dt | max x: absolute acceleration magnification A ＾ n: n of A Power (乗 is used in all the following sections) sign (x): Indicates the sign of x. +1 when plus, -1 when minus, 0 when 0 √ (): 内 in () 5.1.3.2. Solving the equation of motion (1) In the case of a mortar restoration type d (dy / dt) / dt + sinθ · cosθ · gs
sign (x) + (cos θ) ＾ 2 · μg · sign (d
x / dt) = 0 d (dy / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (x) + μ · sign (dx / dt)｝
= 0 θ is small, (cos θ) ＾ 2 ≒ 1, tan θ ≒ θ
(Radian), d (dy / dt) / dt + θg ·
sign (x) + μg · sign (dx / dt) = 0 d (dy / dt) / dt + g ｛θ · sign (x) + μ
Sign (dx / dt)｝ = 0 y = x + z d (dx / dt) / dt + g ｛θ ・ sign (x) + μ
Sign (dx / dt)｝ = − d (dz / dt) / d
t (2) In the case of the weight restoration type (see 4.8), d (dy / dt) / dt + M / m · g · sign (x)
+ Μg · sign (dx / dt) = 0 d (dx / dt) / dt + M / m · g · sign (x)
+ Μg · sign (dx / dt) = − d (dz / dt)
/ Dt (1) Regarding (2), in (2), M / m = θ (actual
It is necessary to make such an M.)
It becomes the same equation. Hereinafter, it is solved according to the equation (1). 1) dx / dt ≧ 0 x ≧ 0 d (dy / dt) / dt + θg + μg = 0 d (dy / dt) / dt + (θ + μ) g = 0 2) dx / dt ≧ 0 x <0 d ( dy / dt) / dt−θg + μg = 0 d (dy / dt) / dt− (θ−μ) g = 0 3) dx / dt <0 When x ≧ 0 d (dy / dt) / dt + θg−μg = 0 d (dy / dt) / dt + (θ-μ) g = 0 4) dx / dt <0 When x <0 d (dy / dt) / dt-θg-μg = 0 d (dy / dt) / dt− (θ + μ) g = 0 1), 4), that is, when sign (x) · sign (dx / dt) ≧ 0, d (dy / dt) / dt + (θ + μ) g · sign (dx / Dt) = 0 2), 3), that is, when sign (x) · sign (dx / dt) ≦ 0, d (dy / dt) / dt + (− θ + μ) g · sign (dx / dt) = 0 From above, d (dy / dt) / dt + (± θ + μ) g · sign (dx / dt) = 0 (1) From y = x + z d (dx / dt) / Dt + d (dz / dt) / dt + (± θ + μ) g · sign (dx / dt) = 0 d (dx / dt) / dt + (± θ + μ) g · sign (dx / dt) = − d (dz / dt) / dt (2) The seismic force is simplified into a sine wave with a constant amplitude, and z = z0 · cosωt, where dz / dt = −z0 · ω · sinωt d (dz / dt) / dt = −z0 · ω ＾ 2 · cosωt Accordingly, d (dx / dt) / dt + (± θ + μ) g · sign (dx / dt) = z0 · ω ＾ 2 · cosωt (2-1) When μ is small,
Where [(μ + θ) <π / 4 · ε), x has a frequency of ω
((Μ + θ) ≧ π / 4 · ε and
Is when 4 / π · (μ + θ) g ≧ acceleration amplitude of seismic wave
It is exempted only when seismic wave acceleration amplitude ≧ (μ + θ) g
Since the quake does not start, 4 / π · (μ + θ) g ~ (μ +
Only during θ) g is not solved as a theoretical solution during seismic isolation
However, considering the rolling type seismic isolation device, (μ + θ) g and 4
/ Π · (μ + θ) g is an extremely small value, and
There is no problem), and when dx / dt = 0, (2n + 1) π / 2 = ωt−
When η dx / dt ≧ 0, (4n−1) π / 2 ≦ ωt−
η ≦ (4n + 1) π / 2: n is an integer dx / dt ≦ 0 means (4n + 1) π / 2 ≦ ωt−
η ≦ (4n + 3) π / 2: n is an integer. Therefore, the expression (2-1) is subjected to Fourier series expansion.
Then, d (dx / dt) / dt + 4 (± θ + μ) g / π · {cos (ωt−η) −1/3 cos3 (ωt−η) +1/5 cos5 (ωt−η)...｝ = Z0 · ω ＾ 2cosωt (3) d (dx / dt) / dt = z0 · ω ＾ 2cosωt-4 (± θ + μ) g / π · ｛cos (ωt−η) −1 / 3cos3 (ωt−η) + ／ cos5 ( ωt−η)｝ （(4) When −π / 2 ≦ ωt−η ≦ π / 2 ∴d (dx / dt) / dt = z0 · ω ＾ 2cosωt- (± θ + μ) g 4-1) dx / dt = z0 · ωsinωt-4 (± θ + μ) g / (ωπ) · {sin (ωt−η) −1/9 sin3 (ωt−η) +1/25 sin5 (ωt−η) ... (5) When −π / 2 ≦ ωt−η ≦ π / 2 = z0 · ωsinωt−4 (± θ + μ) g / (ωπ) · π (ωt−η) / 4∴d / Dt = z0 · ωsinωt− (± θ + μ) g / ω · (ωt−η) (5-1) x = −z0 · cosωt + 4 (± θ + μ) g / (ω ＾ 2π) · ｛cos (ωt −η−ζ) −1/27 cos3 (ωt−η−ζ) +1/125 cos5 (ωt−η−ζ) ...｝ = − z0 · cosωt + 4 (± θ + μ) z0 / (πε) · ｛cos (ωt −η−ζ) −1/27 cos3 (ωt−η−ζ) +1/125 cos5 (ωt−η−ζ)...｝ (6) When −π / 2 ≦ ωt−η ≦ π / 2 = −z0 · cosωt + 4 (± θ + μ) g / (πω ＾ 2) · π / 8 · {π ＾ 2 / 4- (ωt−η−ζ) ＾ 2}｝ x = −z0 · cosωt + (± θ + μ) g / (2ω ＾ 2) ｛{π ＾ 2 / 4- (ωt-η-ζ) ＾ 2｝ = -z0 ・ cosωt + (± θ + μ) z0 / (2ε) ｛{π ＾ 2 / 4- (ωt −η−ζ) ＾ 2｝ (6-1) * Determination of η When ωt−η = (2n + 1) π / 2 in the given condition, from dx / dt = 0, ωt−η = π / 2 is substituted into Expression (5). z0 · ωsin (π / 2 + η) -4 (± θ + μ) g / (ωπ) · {1 + 1/9 + 1/25 +...} = z0 · ωcosη-4 (± θ + μ) g / (ωπ) · π ＾ 2/80 = Z0 · ωcosη− (± θ + μ) πg / (2ω) cosη = (± θ + μ) πg / (2z0 · ω ＾ 2) ∴cosη = (± θ + μ) π / (2ε) ... (7) When d (dx / dt) / dt = 0, from x = 0 From Equation (2-1) cosεt = (± θ + μ) g · sign (dx / dt) / (z0 · ω ＾ 2) Equation (6) From x = 0, 0 = −z0 · cosωt + 4 (± θ + μ) g / (ω ＾ 2 · π) ｛cos (ωt−η−ζ) −1/27 cos3 (ωt−η−ζ) + 1 / 12 cos5 (ωt−η−ζ)... （= − (± θ + μ) g · sign (dx / dt) / ω ＾ 2 +4 (± θ + μ) g / (ω ＾ 2 · π) · ｛cos (ωt−η −ζ) −1/27 cos3 (ωt−η−ζ) +1/125 cos5 (ωt−η−ζ)...｝ = (± θ + μ) g / ω ＾ 2 · [−sign (dx / dt) + 4 / π・ {Cos (ωt−η−ζ) −1/27 cos3 (ωt−η−ζ) +1/125 cos5 (ωt−η−ζ)...] 0 = −sign (dx / dt) + 4 / π · ｛ cos (ωt−η−ζ) −1/27 cos3 (ωt−η−ζ) +1/125 cos5 (ωt−η−ζ)...｝ (7-1) −π / 2 ≦ ωt−η ≦ π When dx / dt ≧ 0, 0 = −1 + 4 / π · π / 8 · {π ｛2 / 4- (ωt−η−ζ) ＾ 2} = − 1 + 1/2 ｛π ＾ 2/4 (Ωt-η-ζ) {2} = -2 + π ＾ 2 / 4- (ωt-η-ζ) ＾ 2 (ωt-η-ζ) ＾ 2 = -2 + π ＾ 2/4 ∴ωt-η-ζ = ± √ (π ＾ 2 / 4-2 ) (7-2) 5.1.3.3. Response relative displacement / amplitude / magnification (1) Relative displacement From the above, x = -z0 · cosωt + 4 (± θ + μ) g / (πω ＾ 2) · ｛cos (ωt−η−ζ) −1/27 cos3 (ωt− η-ζ) +1/125 cos5 (ωt-η-ζ) ...｝ = -z0 · cosωt +4 (± θ + μ) z0 / (πε) ｛cos (ωt-η-ζ)-1/27 cos3 (ωt- η-ζ) +1/125 cos5 (ωt-η-ζ)｝｝ (6) = -z +4 (± θ + μ) g / (πω ＾ 2) ｛cos (ωt-η-ζ) -1 27 cos3 (ωt-η-ζ) +1/125 cos5 (ωt-η-ζ) ...｝ = -z +4 (± θ + μ) z0 / (πε) ｛cos (ωt-η-ζ)-1/27 cos3 (Ωt−η−ζ) +1/125 cos5 (ωt−η−ζ)...｝ (6 ′) -π / 2 ≦ ωt−η ≦ π / 2 x = − 0 · cosωt + (± θ + μ) g / (2ω ＾ 2) ｛{π ＾ 2 / 4- (ωt-η-ζ) ＾ 2} =-z0 · cosωt + (± θ + μ) z0 / (2ε) · ｛ π ＾ 2 / 4- (ωt-η-ζ) ＾ 2｝ (6-1) x = -z + (± θ + μ) g / (2ω ＾ 2)） {π ＾ 2 / 4- (ωt- η-ζ) {2} =-z + (± θ + μ) z0 / (2ε) · {π} 2 / 4- (ωt-η-ζ) ＾ 2｝ (6-1 ′) (7-2) ) Is substituted = −z + (± θ + μ) g / (2ω ＾ 2)） {π ＾ 2/4 + 2-π ＾ 2/4} =-z + (± θ + μ) g / (2ω ＾ 2) · 2 = −z0 · cosωt + (± θ + μ) g / ω ＾ 2∴ x = −z0 · cosωt + (± θ + μ) z0 / ε (6-2) = − z + (± θ + μ) g / ω ＾ 2 = −z + (± θ + μ) z0 / ε (6−2 ′) When μ = 0, x = −z ± 4 θ · g / (πω ＾) ) · {Cos (ωt−η−ζ) −1/27 cos3 (ωt−η−ζ) +1/125 cos5 (ωt−η−ζ)...｝ = − Z ± 4 θ · z0 / (πε) · ｛ cos (ωt-η-ζ) −1/27 cos3 (ωt-η-ζ) +1/125 cos5 (ωt-η-ζ)...｝ (6-3) -π / 2 ≦ ωt-η ≦ π / 2 ∴x = −z ± θ · g / ω ＾ 2 = −z ± θ · z0 / ε (6-4) (2) Relative displacement amplitude When dy / dt = 0, | x | Is maximum. That is, when ωt−η = (2n + 1) π / 2, and therefore, when ωt−η = π / 2 is substituted into the equation (6), it is when −π / 2 ≦ ωt−η ≦ π / 2. , Ωt−η = π / 2 is substituted into the equation (6-2), and x0 = | x | max = | −z0 · cos (π / 2 + η) + (± θ + μ) g / ω ＾ 2 | = | z0 · sinη + (± θ + μ) g / ω ＾ 2 | ∴x0 = | z0 · inη + (± θ + μ) z0 / ε | (8) From equation (7), cosη = (± θ + μ) · π / (2ε) (cosη) ＾ 2 = (± θ + μ) ＾ 2 · π ＾ 2 / (4ε ＾ 2) 1− (sin η) ＾ 2 = (± θ + μ) ＾ 2 · π ＾ 2 / (4ε ＾ 2) sinη = ± √ ｛(± θ + μ) ＾ 2 · π ＾ 2 / (4ε ＾ 2) +1｝ {X0 = | ± z0} (± θ + μ) ＾ 2 · π ＾ 2 / (4ε ＾ 2) +1｝ + (± θ + μ) g / ω ＾ 2 | = | ± z0 / (2ε) · √ ｛± θ + μ ) {2 ・ π ＾ 2 + 4ε ＾ 2｝ + (± θ + μ) g / ω ＾ 2 | = | ± z0 / (2ε) √ ｛{(± θ + μ) ＾ 2 ・ π ＾ 2 + 4ε ＾ 2｝ + (± θ + μ)・ Z0 / ε | (8-1) When μ = 0, x0 = | ± z0√ ｛θ ＾ 2 · π ＾ 2 / (4ε ＾ 2) +1｝ ± θ · g / ω ＾ 2 | = | ± z0 / (2ε) √ ｛{θ ＾ 2 ・ π ＾ 2 + 4ε ＾ 2｝ ± θ ・ g / ω ＾ 2 | ∴x0 = | ± 0 / (2ε) √ ｛{θ ＾ 2 ・ π ＾ 2 + 4ε ＾ 2｝ ± θ ・ z0 / ε | (8-2) (3) Relative displacement magnification γ0 = x0 / z0 From equation (8) = | sinη + (± θ + μ) g / (ω ＾ 2 · z0) | ∴γ0 = | sinη + (± θ + μ) g / (z0 · ω ＾ 2) | (9) From equation (8-1) = 1 = 1 ± 1 / (2ε) √ ｛(± θ + μ) ＾ 2 · π ＾ 2 + 4ε ＾ 2｝ + (± θ + μ) / ε | (9-1) When μ = 0, ∴γ0 = | ± 1 / (2ε ) {Θ ＾ 2 · π ＾ 2 + 4ε ＾ 2｝ ± θ / ε | (9-2) 5.1.3.4. Response absolute displacement / amplitude / magnification (1) Absolute displacement y = x + z From formula (6), ∴y = 4 (± θ + μ) g / (πω ＾ 2) ｛｛cos (ωt-η-ζ) −1/27 cos3 (Ωt−η−ζ) +1/125 cos5 (ωt−η−ζ) −... (11) When −π / 2 ≦ ωt−η ≦ π / 2 From equation (6-1), y = (± θ + μ) g / (2ω ＾ 2) ｛{π ＾ 2 / 4- (ωt-η-ζ) ＾ 2｝ Substituting equation (7-2) = (± θ + μ) g / (2ω ＾ 2) ｛{π {2/4 + 2-π {2/4} = (± θ + μ) g / ω ＾ 2 Δy = (± θ + μ) z0 / ε (11-1) When μ = 0, Δy = ± 4θg / (Πω ＾ 2) · ｛cos (ωt-η-ζ) −1/27 cos3 (ωt-η-ζ) + 1 / 125cos5 (ωt-η-ζ)...｝ (11-2) -π / 2 ≦ ωt−η ≦ π / 2 = ± θg / ω ＾ 2 Δy = ± θz0 ε (11-3) (2) Assuming that absolute displacement amplitude | y | max = y0, y0 = 14 (± θ + μ) g / (πω） 2) · {cos (ωt−η−ζ) −1/27 cos3 (ωt−η−ζ) +1/125 cos5 (ωt−η−ζ) −... {max} when ωt−η−ζ = 0 max = 14 (± θ + μ) g / (πω ＾ 2) ·｝ 1− 1/27 + 1 / 125-...｝ | ∴y0 = | (± θ + μ) gπ ＾ 2 / (8ω ＾ 2) | (12) = | (± θ + μ) z0 · π ＾ 2 / (8ε) | (12) ≒ 11.23 (± θ + μ) z0 / ε | (12-1) When μ = 0, = | (± θ + μ) z0 · π ＾ 2 / (8ε) | (12-2) {Y0} | ± 1.23θ · z0 / ε | (12-3) (3) Absolute displacement magnification γ1 = y0 / z0 From equation (12-1) == (± θ + μ) gπ ＾ 2 / ( 8z0 ・ ω ＾ 2) = | (± θ + μ) π ＾ 2 / (8ε) | (13) {γ1} | 1.23 (± θ + μ) / ε | (13-1) When μ = 0, = | θ · π ＾ 2 / (8ε) | (13-2) {γ1} | 1.23θ / ε | (13-3) 5.1.3.5. Response relative speed, response absolute speed (1) Relative speed dx / dt = z0 · ωsinωt-4 (± θ + μ) g / (ωπ) · ｛sin (ωt−η) −1/9 sin3 (ωt−η) + 1 / 25 sin5 (ωt−η)...｝ (5) When −π / 2 ≦ ωt−η ≦ π / 2 ∴dx / dt = z0 · ωsinωt− (± θ + μ) g / ω · (ωt−η) (5-1) (2) Absolute velocity dy / dt = dx / dt + dz / dt = dx / dt-z 0ωsinωt = −4 (± θ + μ) g / (ωπ) · ｛sin (ωt-η) −1 / 9 sin3 (ωt-η) + 1/25 sin5 (ωt-η) ...｝ (5-2) When -π / 2 ≤ ωt-η ≤ π / 2 ∴dy / dt =-(± θ + μ) g / ω · (ωt−η) (5-3) 5.1.3.6. Response relative acceleration, Response absolute acceleration / amplitude / magnification (1) Relative acceleration (2) From equation (2-1), d (dx / dt) / dt = −d (dz / dt) / dt− (± θ + μ) g · sign (dx / dt) (2 ′) d (dx / dt) / dt = z0 · ω ＾ 2 · cosωt− (± θ + μ) g · sign (dx / dt) (2− 1 ′) (2) Absolute acceleration The equation (11) is second-order differentiated with t, and d (dy / dt) / dt = −4 (± θ + μ) g / π · ｛cos (ωt−η) −1 / 3cos3 (Ωt−η) +1/5 cos5 (ωt−η)... な の で な の で d (dy / dt) / dt = − (± θ + μ) g · sign (dx / dt) because it is a Fourier series (also the same from equation (1)) ) (14) In addition, the same expression can be obtained from + d (dz / dt) / dt in the expression (2 ′) as follows: d (dy / dt) / dt = d (dx / dt) / dt + d (dz / dt) / dt = − (± θ + μ) g · sign (dx / dt) When μ = 0, ∴d (dy / dt) / dt = − ± θg · sign (dx / dt) (14-1) (3) Absolute acceleration amplitude ∴ | d (dy / dt) / dt | max = (± θ + μ) g | (15) When μ = 0, ∴ | d (dy / Dt) / dt | max = | θg | (15-1) (4) Absolute acceleration magnification Assuming seismic acceleration z0 · ω ／ 2 = εg, γ2 = | d (dy / dt) / dt | max / | d (dz / dt) / dt | max ∴γ2 = | ± θ + μ) / ε | (16) When μ = 0, ∴γ2 = | θ / ε | (16-1) 5.2 . Slip-type seismic isolation device without resonance by analysis program
Claims 77 to 78 relate to the Runge-Kutt.
Slip-type seismic isolation without resonance using an analysis program based on the a method
It is an invention of a device and a seismic isolation structure thereby. Less than,
The flowchart (for symbols, see 5.2.1.1.
(Refer to the list of variables / constants) (see 5.2.1.5.
See). (1) Initialization 1) A set of constants (superstructure (same as seismically isolated structure)
Meaning. The same applies to the following) mass of mass and spring determination between mass
2) Input of mass of superstructure mass point 3) Input of spring constant and damping coefficient between mass points of superstructure (2)
4) Output value (relative displacement response value of each mass point of the superstructure, relative speed)
(2) Setting of input / output file 1) Setting of file name of input data 2) Output file name (F input by INPUT instruction)
＄) as an output file with file number # 2
Open. (3) Reading of input data (ground motion acceleration data) (4) Motion discriminant equation The motion equation shows that the seismic isolation device functions for ground motion acceleration.
Because the condition is not included, here is the discriminant
Performs branch of expression selection. 1) Seismic (stationary) state a. | AC |> = (MU + SS)^*G^*SSC # 2 a. Is established, the seismic isolation state is established.
Subroutine for processing equations of motion (^*SUB To A)
Transition. a. If does not hold, it will remain in an earthquake-resistant state.
A subroutine that processes the equation of motion of the state (^*SUB
Go to A0). 2) When in seismic isolation state b. x = 0 and V = 0 and | AC | <(MU + SS)^*
G^*SSC ＾ 2 ※ However, the absolute value of x and v is a constant value close to 0 on the program
In the following cases, it is assumed that x = 0 and V = 0. b. When the condition is satisfied, it becomes an earthquake-resistant state.
Subroutine for processing equations of motion (^*SUB A0)
Move to. b. If the condition does not hold, the seismic isolation state is maintained.
A subroutine that processes the equation of motion of the state (^*SUB
Go through A) again. (5) Motion equation setting When the seismic isolation device does not function due to the motion discriminant (^*SUB
_A0) and when the seismic isolation device works (^*SUB_A)
Divided into two cases, from the equation of motion,
The following simultaneous differential equations are set, respectively. 1) In the case of one mass point The seismic isolation device does not function (^*(SUB_A0) dx / dt = 0 d (dx / dt) / dt = 0 State in which the seismic isolation device functions (^*SUB_A) dx / dt = V d (dx / dt) / dt = −MM1^*G^*SSC ＾ 2^*(MU^*sgn (V) + SS^*sgn (x)) / MM1-DDY 2) In the case of two mass points State in which the seismic isolation device does not function (^*SUB A0) dx / dt = 0 d (x2) / dt = V2 d (dx / dt) / dt = 0 d (d (x2) / dt) / dt = (− C2^*V2₋KK2^*x2) / MM2-d (dx / dt) / dt-DDY State in which the seismic isolation device functions (^*SUB_A) dx / dt = Vd (x2) / dt = V2 d (dx / dt) / dt = −SSC ＾ 2^*(MU^*sgn (V) + SS^*s gn (x))^*G^*(MM1 + MM2) / MM1 + (C2^*V2 + KK2^*x2) / MM1-DDY d (d (x2) / dt) / dt = (-C2^*V2-KK2^*x2)) / MM2-d (dx / dt) / dt-DDY 3) In the case of 3 mass points The seismic isolation device does not function (^*SUB_A0) dx / dt = 0 d (x2) / dt = V2 d (x3) / dt = V3 d (dx / dt) / dt = 0 d (d (x2) / dt) / dt = (− C2^*V2-KK2^*x2 + C3^*(V3-V2) + KK3^*(X3-x2)) / MM2-d (dx / dt) / dt-DDY d (d (x3) / dt) / dt = (-C3^*(V3-V2) -KK3^*(X3-x2)) / MM3-d (dx / dt) / dt-DDY State in which the seismic isolation device functions (^*SUB A) dx / dt = Vd (x2) / dt = V2 d (x3) / dt = V3 d (dx / dt) / dt = −SSC ＾ 2^*(MU^*sgn (V) + SS^*s gn (x))^*G^*(MM1 + MM2 + MM3) / MM1 + (C2^*V2 + KK2^*x2) / MM1-DDY d (d (x2) / dt) / dt = (-C2^*V2-KK2^*x2 + C3^*(V3-V2) + KK3^*(X3-x2)) / MM2-d (dx / dt) / dt-DDY d (d (x3) / dt) / dt = (-C3^*(V3-V2) -KK3^*(X3-x2)) / MM3-d (dx / dt) / dt-DDY 4) In the case of n mass points State where the seismic isolation device does not function^*SUB_A0) dx / dt = 0 d (x2) / dt = V2 d (x3) / dt = V3 d (xn) / dt = Vnd (dx / dt) / dt = 0 d (d (x2) / dt) / dt = (− C2^*V2-KK2^*x2 + C3^*(V3-V2) + KK3^*(X3-x2)) / MM2-d (dx / dt) / dt-DDY d (d (x3) / dt) / dt = (-C3^*(V3-V2) -KK3^*(X3-x2) + C4^*(V4-V3) + KK4^*(X4-x3)) MM3-d (dx / dt) / dt-DDY d (d (xn ') / dt) / dt = (-Cn'^*(Vn'-Vn ")-KKn '^*(Xn'-xn ') + Cn^*(Vn-Vn ') + KKn^*(Xn-xn ')) / MMn'-d (dx / dt) / dt-DDY d (d (xn) / dt) / dt = (-Cn^*(Vn-Vn ')-KKn^*(Xn-xn ')) / MMn-d (dx / dt) / dt-DDY where n' = n-1, n "= n-2 State in which the seismic isolation device functions (^*SUB A) dx / dt = V d (x2) / dt = V2 d (x3) / dt = V3 d (xn) / dt = Vnd (dx / dt) / dt = -SSC−2^*(MU^*sgn (V) + SS^*s gn (x))^*G^*(MM1 + MM2 +... + MMn) / MM1 + (C2^*V2 + KK2^*x2) / MM1-DDY d (d (x2) / dt) / dt = (-C2^*V2-KK2^*x2 + C3^*(V3-V2) + KK3^*(X3-x2)) / MM2-d (dx / dt) / dt-DDY d (d (x3) / dt) / dt = (-C3^*(V3-V2) -KK3^*(X3-x2) + C4^*(V4-V3) + KK4^*(X4-x3)) / MM3-d (dx / dt) / dt-DDY d (d (xn ') / dt) / dt = (-Cn'^*(Vn'-Vn ")-KKn '^*(Xn'-xn ') + Cn^*(Vn-Vn ') + KKn^*(Xn-xn ')) / MMn'-d (dx / dt) / dt-DDY d (d (xn) / dt) / dt = (-Cn^*(Vn-Vn ')-KKn^*(Xn-xn ')) MMn-d (dx / dt) / dt-DDY where n' = n-1, n "= n-2 (6) Runge-Kutta analysis (5) Simultaneous second-order differentiation of (5) The equation is Runge-Kutta
Solve with the method. (7) Calculation of acceleration / velocity / displacement response Velocity and displacement are obtained by solving a system of second order differential equations.
The acceleration is obtained directly from the equation of motion. (8) Error rounding processing (9) Result output The claims 79 to 80 are based on the Wilson θ method.
-Based seismic isolation device without resonance
This is the invention of the seismic isolation structure by using it. Below, the flow
Chart (for symbols, 5.2.2.2. Variables / constants)
(See 5.2.2.5.). (1) Initialization 1) N, ND1, ND2 setting N and ND1 input the number of mass points, ND2 is ground motion acceleration data
Enter a number. 2) Array declaration 3) Set of constants (mass, damping, stiffness matrix
4) Input of mass matrix 5) Input of damping matrix (for 2 mass points or more) 6) Input of stiffness matrix (for 2 mass points or more) 7) Output value (relative displacement response value of each mass point of superstructure, Relative speed
(2) Setting of data input and output file 1) Set the file name for input data by INPUT instruction
And open it as file number # 1. 2) Set the output data file name using the INPUT instruction.
And open it as file number # 2. (3) Time repetition 1) Loop of time history (M = 2 TONN). (4) Look-ahead repetition 1) To improve the accuracy of the equivalent spring constant and equivalent damping coefficient,
Look-ahead one time history, O = 1 TO 2
H. O = 1 for the first round, O = 2 for the second round, 5.
See 2.2.6.2). (5) Calculation of equivalent spring constant and equivalent damping coefficient 1) Equivalent spring constant (KEQ) and equivalent damping coefficient (CEQ)
From V0 and X0. In the case of one mass point KEQ ≒ (PI ＾ 2/8)^*EM (1,1)^*G^*SS
C ＾ 2^*SS^*sgn (X0) / X0 KEQ = EM (1,1)^*G^*SSC ＾ 2^*SS^*sg
n (X0) / X0 CEQ ≒ (4 / PI)^*EM (1,1)^*G^*SSC ＾
2^*MU^*sgn (V0) / V0 CEQ = EM (1,1)^*G^*SSC ＾ 2^*MU^*sg
n (V0) / V0 In the case of 2 mass points KEQ ≒ (PI ＾ 2/8)^*EM (2,2)^*G^*SS
C ＾ 2^*SS^*sgn (X0) / X0 KEQ = EM (2,2)^*G^*SSC ＾ 2^*SS^*sg
n (X0) / X0 CEQ ≒ (4 / PI)^*EM (2,2)^*G^*SSC ＾
2^*MU^*sgn (V0) / V0 CEQ = EM (2,2)^*G^*SSC ＾ 2^*MU^*sg
n (V0) / V0 * If the absolute values of V0 and X0 are very small, KE
Since Q and CEQ diverge, the absolute values of V0 and X0
Are small enough if they are less than a certain value close to 0.
Use appropriate values instead. 2) Calculation of VW1 used for simultaneous equations. (6) Loop check (4) Checks whether processing is the first round or the second round
You. In the case of the first round, the process directly proceeds to the process of (7),
In the case of the round, after returning to the time before prefetching,
Proceed to processing. (7) Displacement at t + θDT by Wilson-θ method
Calculation (8) Acceleration / velocity / displacement by Wilson-θ method
Response calculation (9) Error rounding processing The first round processing in the loop check of (6)
In this case, the process returns to the process (4), and the process is performed in the second round.
Goes to the processing of (10). (10) Result output 5.2.1. Runge-Kutta method The flowchart of the Runge-Kutta method is shown in FIG.
7. 5.2.1.1. List of variables / constants (1) Input value The superstructure is 1 mass point, 2 mass points, 3 mass points, and n mass points
Sex model. The mass of the first floor is the mass of the first floor
The mass of structural materials from the first floor to the second floor is the mass of the n floor
The amount is the mass of the n floor from the n-1 floor to the n floor.
It is assumed that the structural material weights are appropriately distributed and summed.
You. The mass of each other floor is the mass of the floor of each floor.
Appropriate distribution of structural material mass between the upper and lower floors and sum
And MM Mass of mass of superstructure (unit t) MM1 Mass of mass of superstructure first floor (unit t) MM2 Mass of mass of superstructure second floor (unit t) MM3 Mass of mass of superstructure third floor (unit t) Mass mass (unit t) of structure nth floor SS Tangent by angle of mortar gradient tan tan θ In case of weight-restoring seismic isolator (5.1.1.1.1. (2)), M / m = θ SSC Cosine based on the angle θ of the mortar gradient cosθ In the case of the weight-restoring seismic isolator, set M / m = θ Friction coefficient of MU mortar bearing DDY Ground motion acceleration time history data (unit gal) H Ground motion acceleration time history data time interval (unit sec) T2 Upper structure 1st natural cycle from the first floor to the second floor (unit sec) T3 Upper structure 2nd floor Natural period up to the 3rd floor (unit: sec) Tn upper structure Natural period from the n-1st floor to the nth floor (unit: sec) KK2 Upper structure Spring constant from the 1st floor to the 2nd floor KK3 Upper structure Spring constant from the 2nd floor to the 3rd floor ・ ・ KKn Upper structure n-1 Spring constant from the 1st floor to the nth floor C2 Damping coefficient from the 1st floor to the 2nd floor of the upper structure C3 From the 2nd floor of the upper structure Damping coefficient up to the third floor Cn Damping coefficient from the top of the n-1st floor to the nth floor (2) Output value AC 1st floor absolute acceleration response value (gal) A2 2nd floor absolute acceleration response value A3 Absolute acceleration response value on the third floor (unit gal) A3 Absolute acceleration response value on the nth floor (gal) V Relative speed response value between the first floor (the ground and the first floor) (unit kine) ) V2 2nd floor (1st floor and 2 floors) V3 Relative speed response value (unit: kine) V3 Relative speed response value (unit: kinematics) between 3 floors (1st floor and 3rd floor) Vn nth floor (1st floor and n floor) ) Relative velocity response value (unit: kine) x 1st floor (ground and 1st floor) relative displacement response value (unit: cm) x2 2nd floor (1st floor and 2nd floor) relative displacement response value X3 3rd floor (1st floor and 3rd floor) relative displacement response value (cm) xn nth floor (1st floor and nth floor) relative displacement response value (unit) cm) xx 1st floor (the ground and the 1st floor) relative displacement response value (unit: mm) xx2 2nd floor (the 1st floor and 2nd floor) relative displacement response value (the unit: mm) xx3 3rd floor Xxn Relative displacement response value (unit: mm) nth floor (1st floor and nth floor) (unit: mm) OPA1, OPA2 1st floor / 2nd floor absolute acceleration response average value (gal) OPV1, OPV2 1st floor / 2nd floor relative speed response average value (gal) OPx1, OPx2 1st floor / 2nd floor relative displacement response average Value (unit: mm) (3) Other constants and symbols PI pi 3.14159 G Gravitational acceleration 981 sgn (x) Same as sign (x), indicates the sign of x, + for +1 and-for- 0 at the time of 1, 0 [x] matrix A n A raised to the nth power 5.2.1.2. Equation of motion Equation of motion at the time of seismic isolation subject to numerical analysis is as follows: (1) In the case of one mass point d (dx / dt) / dt + G^*SSC ＾ 2^*(MU^*s
gn (dx / dt) + SS^*sgn (x)) + DDY =
0 (2) In the case of two mass points d (dx / dt) / dt + SSC ＾ 2^*(MU^*sgn
(V) + SS^*sgn (x))^*G^*(MM1 + MM
2) / MM1- (C2^*V2 + KK2^*x2) / MM1
+ DDY = 0 d (d (x2) / dt) / dt + (C2^*V2 + KK2
^*x2) / MM2 + d (dx / dt) / dt + DDY =
0 is a second-order system of ordinary differential equations. This is the first floor
It is transformed into a standing differential equation. For the following mass points
It is the same as above. (3) In the case of three mass points d (dx / dt) / dt + SSC ＾ 2^*(MU^*sgn (V) + SS^*sgn (x))^*G^*(MM1 + MM2 + MM3) / MM1− (C2^*V2 + KK2^*x2) / MM1 + DDY = 0 d (d (x2) / dt) / dt + (C2^*V2 + KK2^*x2-C3^*(V3-V2) -KK3^*(X3-x2)) / MM2 + d (dx / dt) / dt + DDY = 0 d (d (x3) / dt) / dt + (C3^*(V3-V2) + KK3^*(X3-x2)) / MM3 + d (dx / dt) / dt + DDY = 0 (4) In the case of n mass points d (dx / dt) / dt + SSC ＾ 2^*(MU^*sgn (V) + SS^*sgn (x))^*G^*(MM1 + MM2 +... + MMn) / MM1− (C2^*V2 + KK2^*x2) / MM1 + DDY = 0 d (d (x2) / dt) / dt + (C2^*V2 + KK2^*x2-C3^*(V3-V2) -KK3^*(X3-x2)) / MM2 + d (dx / dt) / dt + DDY = 0 d (d (x3) / dt) / dt + (C3^*(V3-V2) + KK3^*(X3-x2) -C4^*(V4-V3) -KK4^*(X4-x3)) / MM3 + d (dx / dt) / dt + DDY = 0 d (d (xn ') / dt) / dt + (Cn'^*(Vn'-Vn ") + KKn '^* (Xn'-xn ") -Cn^*(Vn-Vn ')-KKn^*(Xn−xn ′)) / MMn ′ + d (dx / dt) / dt + DDY = 0 d (d (xn) / dt) / dt + (Cn^*(Vn-Vn ') + KKn^*(Xn−xn ′)) / MMn + d (dx / dt) / dt + DDY = 0, where n ′ = n−1 and n ″ = n−25.2.1.3.
About seismic state / seismic resistance state This seismic isolation device inputs a certain level of seismic force during an earthquake.
When the seismic isolation mechanism is activated,
If it falls below a certain level, it will return to its original state. 5.2.
1.2. In the equation of motion described in the above, the upper structure is seismically isolated.
It describes the movement when
Equation of motion when the superstructure is in a seismic isolation state,
Conditions for the seismic isolation device to operate against seismic force
Conditions for determining the seismic state)
By switching the formula, the earthquake from the normal earthquake resistance state
After the seismic isolation state of time, return to the original state after the earthquake.
Exercise can be represented. Seismic and seismic isolation
The conditions for determination are as follows. 1) Determination from seismic state to seismic isolation state Absolute acceleration of first mass point ≥ acceleration at which seismic isolation operates: | AC
|> = (MU + SS)^*G^*SSC ＾ 2 2) Determination from seismic isolation state to seismic resistance state Relative displacement of first mass point = 0: x = 0 and relative velocity of first mass point = 0: V = 0 and absolute acceleration of first mass point <seismic isolation Operating acceleration: |
AC | <((MU + SS)^*G^*SSC # 2 5.2.1.4. Numerical analysis algorithm The solution of the first-order ordinary differential equation dx / dt = f (t, x) is obtained by the fourth-order Runge-Kutta method.
The following are examples of algorithms. a. The range of the independent variable t is t0 ≦ t ≦ tf, and the step size of t is
h. b. The initial value of x is x0. c. By t0 and x0, K1 = h · f (t, x) K2 = h · f (t + h / 2, x + K1 / 2) K3 = h · f (t + h / 2, x + K2 / 2) K4 = h · f (t + h) , X + K3) K = (K1 + K2 + K3 + K4) / 6. d. c. By the K obtained in the above, t = t1 (= t0 + h)
X (= x1) at that time is determined as x1 = x0 + K. e. Thereafter, this process is repeated to sequentially obtain x at t.
Therefore, the process is continued until t = tf. The 4th order explained here
About the Runge-Kutta method, but other than fourth order
In some cases, the Runge-Kutta method of order
You. Runge-Kutta-Gill method and others
An improved version of the Runge-Kutta method of
May be used. 5.2.1.5. Explanation of flowchart (Program details
Detailed Description FIG. 48 is a flowchart of the Runge-Kutta method.
7 is described in detail. (1) Initialization 1) Set of constants (mass of mass of superstructure
D constant and damping coefficient are as follows) a. Pi, physical constants: PI = 3.14159, G = 981 b. Input value: SS Input tan θ by the angle θ of the mortar gradient In the case of the weight-restoring seismic isolator, set M / m = θ SSC Input the cos θ by the angle of the mortar gradient θ Enter the friction coefficient of the MU mortar bearing assuming M / m = θ In the case of the weight-restoring seismic isolation device, enter the friction coefficient of the sliding bearing. H Enter the time step of the ground motion acceleration time history to be input. Mass input 1 mass point MM mass mass of superstructure (t) 2 mass point MM1 mass mass of superstructure 1st floor (t) MM2 mass mass of superstructure 2nd floor (t) 3 mass point MM1 superstructure 1 Mass of mass of floor (t) MM2 Mass of mass of superstructure 2nd floor (t) MM3 Mass of mass of superstructure 3rd floor (t) For n mass points MM1 Mass of mass of superstructure 1st floor (t) MM2 Mass of superstructure 2nd floor Mass (t) M3 Mass of mass on the 3rd floor of superstructure (t) MMn Mass of mass on the nth floor of superstructure (t) 3) Input of spring constant and damping coefficient between masses of the upper structure (for 2 mass points or more) 2 mass points KK2 Spring constant from the first floor to the second floor of the upper structure C2 Damping coefficient from the first floor to the second floor of the upper structure For three mass points KK2 Spring constant from the first floor to the second floor KK3 Upper structure 2 Spring constant from the upper floor to the third floor C2 Upper structure 1st floor to the second floor damping coefficient C3 Upper structure 2nd floor to the 3rd floor damping coefficient For n mass points KK2 Upper structure 1st floor 2 Spring constant from floor to floor KK3 Spring constant from the upper floor on the second floor to the third floor KKn Spring constant from the upper floor on the n-1st floor to the nth floor C2 From the upper floor on the first floor to the second floor Damping coefficient C3 Superstructure Damping coefficient from the second floor to the third floor Cn Upper structure n-1 Damping coefficient from the first floor to the nth floor 4) Output value (relative displacement response value and relative velocity response value of each material point of the upper structure) Set of initial conditions: 1 mass point x 1st floor (ground and 1st floor) relative displacement response (cm) V 1st floor (ground and 1st floor) relative velocity response (kine) 2 In the case of mass point x 1st floor (the ground and the 1st floor) relative displacement response value (cm) x2 2nd floor (the 1st floor and the 2nd floor) relative displacement response value (cm) V 1st floor ( Relative speed response value (kine) between the ground and the first floor (kine) V2 Relative speed response value (kine) between the second floor (the first floor and the second floor) In the case of three mass points x 1st floor (the ground and the first floor) Relative displacement response value (with floor) (cm) x2 2nd floor (1st floor and 2nd floor) Relative displacement response value (cm) x3 3rd floor (1st floor and 3rd floor) Relative displacement response value (cm) V 1st floor (ground and 1st floor) relative speed response value (kine) V2 2nd floor (1st floor and 2nd floor) relative speed response value ( kine) V3 Relative velocity response value of the third floor (between the first floor and the third floor) (kine) For n mass points x 1st floor (the ground and the first floor) Relative displacement response value (cm) x22 Floor (1st floor and 2nd floor) relative displacement response value (cm) x3 3rd floor (1st floor and 3rd floor) relative displacement response value (cm) xn n floor (1 Relative displacement response value between floor and n floor (cm) V 1st floor (ground and 1st floor) relative speed response value (kine) V2 2nd floor (1st floor and 2nd floor) ) Relative speed response value (kine) V3 Relative speed response value of the third floor (between first floor and third floor) (kine) Vn nth floor (between first floor and n floor) value For kine), each of the value at the start time and initial conditions
Give. (2) Input / output file setting 1) Input file name setting 2) File name (F $) input by INPUT instruction
Open as output file with file number # 2
Good. (3) Reading of input data (ground motion acceleration data) Each time one data is processed, the ground motion is accelerated by input command.
Read the degree data. Prompt when data is lost
Ram ends. (4) Motion discriminant In the equation of motion, the seismic isolation device functions for ground acceleration.
Because the condition is not included, here is the discriminant
Performs branch of expression selection. 1) Seismic (stationary) state a. | AC |> = (MU + SS)^*G^*SSC # 2 a. Is established, the seismic isolation state is established.
Subroutine for processing equations of motion (^*SUB To A)
Transition. a. If it does not hold, it will remain earthquake-resistant
So, a subroutine that processes the equation of motion in the seismic state (
^*(SUB_A0) again. 2) When in seismic isolation state b. x0 and V = 0 and | AC | (MU + SS)^*G^*
SSC ＾ 2 * However, the absolute value of x and V is a constant value close to 0 on the program
In the following cases, it is assumed that x = 0 and V = 0. b. Is formed
If you stand, you will be in an earthquake-resistant state.
Subroutine for processing expressions (^*Move to SUB_A0)
You. b. If it does not hold, it will remain seismically isolated,
Subroutine for processing equation of motion in seismic isolation state (^*SU
B_A) again. (5) Motion equation setting When the seismic isolation device does not function due to the motion discriminant (^*SUB
_A0) and when the seismic isolation device works (^*SUB_A)
Divided into two cases, from the equation of motion,
The following simultaneous differential equations are set, respectively. 1) In the case of one mass point The seismic isolation device does not function (^*SUB A0) dx / dt = 0 d (dx / dt) / dt = 0 State in which the seismic isolation device functions (^*SUB A) dx / dt = V d (dx / dt) / dt = −MM1^*G^*SSC ＾ 2^*(MU^*sgn (V) + SS^*sgn (x)) / MM1-DDY 2) In the case of two mass points State in which the seismic isolation device does not function (^*SUB A0) dx / dt = 0 d (x2) / dt = V2 d (dx / dt) / dt = 0 d (d (x2) / dt) / dt = (− C2^*V2-KK2^*x2) / MM2-d (dx / dt) / dt-DDY State in which the seismic isolation device functions (^*SUB A) dx / dt = V d (x2) / dt = V2 d (dx / dt) / dt = −SSC ＾ 2^*(MU^*sgn (V) + SS^*s gn (x))^*G^*(MM1 + MM2) / MM1 + (C2^*V2 + KK2^*x2) MM1-DDY d (d (x2) / dt) / dt = (-C2^*V2-KK2^*x2)) / MM2-d (dx / dt) / dt-DDY 3) In the case of 3 mass points The seismic isolation device does not function (^*SUB_A0) dx / dt = 0 d (x2) / dt = V2 d (x3) / dt = V3 d (dx / dt) / dt = 0 d (d (x2) / dt) / dt = (− C2^*V2-KK2^*x2 + C3^*(V3-V2) + KK3^*(X3-x2)) MM2-d (dx / dt) / dt-DDY d (d (x3) / dt) / dt = (-C3^*(V3-V2) -KK3^*(X3-x2)) / MM3-d (dx / dt) / dt-DDY State in which the seismic isolation device functions (^*SUB A) dx / dt = Vd (x2) / dt = V2 d (x3) / dt = V3 d (dx / dt) / dt = −SSC ＾ 2^*(MU^*sgn (V) + SS^*s gn (x))^*G^*(MM1 + MM2 + MM3) / MM1 + (C2^*V2 + KK2^*x2) / MM1-DDY d (d (x2) / dt) / dt = (-C2^*V2-KK2^*x2 + C3^*(V3-V2) + KK3^*(X3-x2)) MM2-d (dx / dt) / dt-DDY d (d (x3) / dt) / dt = (-C3^*(V3-V2) -KK3^*(X3-x2)) / MM3-d (dx / dt) / dt-DDY 4) In the case of n mass points State where the seismic isolation device does not function^*SUB_A0) dx / dt = 0 d (x2) / dt = V2 d (x3) / dt = V3 d (xn) / dt = Vnd (dx / dt) / dt = 0 d (d (x2) / dt) / dt = (− C2^*V2-KK2^*x2 + C3^*(V3-V2) + KK3^*(X3-x2)) / MM2-d (dx / dt) / dt-DDY d (d (x3) / dt) / dt = (-C3^*(V3-V2) -KK3^*(X3-x2) + C4^*(V4-V3) + KK4^*(X4-x3)) / MM3-d (dx / dt) / dt-DDY d (d (xn ') / dt) / dt = (-Cn'^*(Vn'-Vn ")-KKn '^*(Xn'-xn ") + Cn^*(Vn-Vn ') + KKn^*(Xn-xn ')) MMn'-d (dx / dt) / dt-DDY d (d (xn) / dt) / dt = (-Cn^*(Vn-Vn ')-KKn^*(Xn-xn ')) / MMn-d (dx / dt) / dt-DDY where n' = n-1, n "= n-2 State in which the seismic isolation device functions (^*SUB A) dx / dt = V d (x2) / dt = V2 d (x3) / dt = V3 d (xn) / dt = Vnd (dx / dt) / dt = -SSC−2^*(MU^*sgn (V) + SS^*s gn (x))^*G^*(MM1 + MM2 +... + MMn) / MM1 + (C2^*V2 + KK2^*x2) / MM1-DDY d (d (x2) / dt) / dt = (-C2^*V2-KK2^*x2 + C3^*(V3-V2) + KK3^*(X3-x2)) / MM2-d (dx / dt) / dt-DDY d (d (x3) / dt) / dt = (-C3^*(V3-V2) -KK3^*(X3-x2) + C4^*(V4-V3) + KK4^*(X4-x3)) / MM3-d (dx / dt) / dt-DDY d (d (xn ') / dt) / dt = (-Cn'^*(Vn'-Vn ")-KKn '^*(Xn'-xn ") + Cn^*(Vn-Vn ') + KKn^*(Xn−xn ′)) / MMn′−d (dx / dt) / dt−DDY d (d (xn) / dt) / dt = (− Cn^*(Vn-Vn ')-KKn^*(Xn-xn ')) / MMn-d (dx / dt) / dt-DDY where n' = n-1, n "= n-2 (6) Runge-Kutta analysis Next Runge-Kutta method
Solve with (7) Calculation of acceleration / velocity / displacement response Velocity and displacement are obtained by solving a system of second order differential equations.
The acceleration is obtained directly from the equation of motion. (8) Error rounding processing Acceleration / velocity / displacement response values are rounded with appropriate accuracy
To process. (9) Result output When h is small, the value obtained in (7) for rounding is constant.
In the case of averaging for each interval section and processing to output value
is there. 5.2.1.6. Processing In the following, the place where special processing is performed is explained.
Is what it is. 1) Error processing by selection of h and averaging of output data In order to eliminate errors caused by large time steps,
Maintain calculation accuracy using input data with small h
And averages the calculation results for each fixed time interval
Sometimes you do. This gives the numerical solution
It reduces errors in the analysis process. 2) Rounding of errors Errors accumulate in the calculation process for acceleration, velocity, and displacement.
Therefore, if necessary, after calculating each response value, round with appropriate accuracy
Processing has been entered. 5.2.2. The Wilson θ method The flowchart of Wilson θ is described in FIG.
Have been. 5.2.2.1. About the equation of motion by the equivalent linearization method
(Refer to 5.1.3.1. Symbol list) (1) Equivalent period Te and equivalent spring constant Ke (= KEQ)
Calculate the displacement x for the seismic isolation (mortar shape: gradient tanθ)
Given the equivalent period Te and equivalent bar by the equivalent linearization method
The constant Ke is given by: Te = 4√ ｛2 | x | / (g · tan θ)｝ Ke = (π ＾ 2/8) · mg · tan θ / | x |｜ mg · tan θ / | x | ≒ mg · θ / | X |. Given the displacement x for the weight-restoring seismic isolation device
Period Te and equivalent spring constant K by the equivalent linearization method
e is Te = 4√ ｛2 | x | / (g · tan (M / m))｝ Ke = (π ＾ 2/8) · mg · tan (M / m) / | x
| ≒ mg • tan (M / m) / | x | ≒ mg • (M / m) / | x | (2) Calculation of equivalent damping coefficient Ce (= CEQ) Sliding isolation (mortar shape: gradient tanθ) Equivalent linear
The equivalent damping coefficient Ce by the conversion method is as follows: Ce = (4 / π) · μmg / | dx / dt |｜ μmg / | dx / dt | Weight-restoring seismic isolation system by equivalent linearization method
The equivalent damping coefficient Ce is given by: Ce = (4 / π) μmg / | dx / dt | ≒ μmg / | dx / dt | (3) Equation of motion by equivalent linearization method Equation of motion)
Is: d (dx / dt) / dt + Ke / mxx + Ce / md
x / dt = −d (dz / dt) / dt Ke = (π ＾ 2/8) · mg · tan θ / | x | ≒ mg · tan θ / | x | ≒ mg · θ / | x | Ce = (4 / Π) .μmg / | dx / dt | ≒ μmg / | dx / dt | By weight recovery type seismic isolation device by equivalent linearization method
The equation of motion for seismic isolation is: d (dx / dt) / dt + Ke / mxx + Ce / md
x / dt = −d (dz / dt) / dt Ke = (π ＾ 2/8) · mg · tan (M / m) / | x
| ≒ mg · tan (M / m) / | x | ≒ mg · (M / m) / | x | Ce = (4 / π) · mg / | dx / dt |｜ µmg / | dx / dt | Become. 5.2.2.2. List of variables / constants (1) Input value The superstructure is 1 mass point, 2 mass points, 3 mass points, and n mass points
Sex model. N degrees of freedom SS Tangent based on the angle θ of the mortar gradient tanθ In the case of the weight-restoring seismic isolator (5.1.1.1.1. (2)), M / m = θ SSC Angle of the mortar gradient θ In the case of the weight-restoring seismic isolator, set M / m = θ. The friction coefficient of the MU mortar bearing. In the case of the weight-restoring seismic isolator, input the friction coefficient of the sliding bearing. EM (ND1, ND1) Mass matrix (unit: tf / gal) EC (ND1, ND1) Damping matrix (unit: tf / kine) EK (ND1, ND1) Stiffness matrix (unit: tf / cm) NN Ground motion acceleration Number of time history data DT Time interval of ground motion acceleration time history data (unit: sec) DDY (ND2) Ground motion acceleration time history data (single gal) ND1 Mass number EM, EC, EK, ACC, VEL, DIS, VW1, VW2, VW3 Dimension ND2 Time history number DDY, ACC, VEL, DIS Dimension T2 Upper structure 1st floor to 2nd floor Period (unit: sec) T3 Natural period from the second floor to the third floor of the upper structure (unit: sec) Tn: Natural period from the n-1st floor to the nth floor (unit: sec) H2: First floor of the upper structure Damping constant from the floor to the second floor H3 Upper structure Damping constant from the second floor to the third floor ・ Hn Upper structure Damping constant from the n-1st floor to the nth floor K2 Upper structure First floor to the second floor Spring constant from floor to floor K3 Spring constant from the upper floor on the second floor to the third floor ・ ・ Kn Spring constant from the upper floor on the n-1st floor to the floor on the nth floor H2 First floor on the upper structure Damping constant from the top to the second floor H3 Upper structure Damping constant from the second floor to the third floor ・ ・ Hn Upper structure Damping constant from the n-1st floor to the nth floor C2 Upper structure from the first floor to the second floor Damping coefficient to floor C3 Damping coefficient from 2nd floor to 3rd floor of superstructure ・ ・ Cn Damping coefficient from n-1st floor to nth floor of superstructure (2) Output value ACC (ND1, ND2) Absolute acceleration Response matrix (gal) VEL (ND1, ND2) Relative speed response matrix (kine) DIS (ND1, ND2) Matrix (cm) AA1 First floor absolute acceleration response value (gal) AA2 Second floor absolute acceleration response Value (unit gal) AA3 3rd floor absolute acceleration response value (unit gal) An nth floor absolute acceleration response value (unit gal) VV1 1st floor (ground and 1st floor) Relative speed response value with floor (unit kine) VV2 Second floor (with first floor and second floor) Relative speed response value (with kine) VV3 Third floor (with first floor and third floor) Relative velocity response value (unit kine) VVn nth floor (first floor and nth floor) relative velocity response value (unit kine) x 1st floor (ground and first floor) relative displacement response value (Unit cm) x2 2nd floor (1st floor and 2nd floor) relative displacement response value (unit cm) x3 3rd floor (1st floor and 3rd floor) relative displacement response value (unit cm) Xn nth floor (1st floor and nth floor) relative displacement response value (cm) xx1 1st floor (ground and 1st floor) relative displacement response value (mm) xx2 2nd floor Relative displacement response value (1st floor and 2nd floor) (unit: mm) xx3 3rd floor (1st floor and 3rd floor) Relative displacement response value (unit: mm) xn Relative displacement response value of n floor (1st floor and n floor) (unit: mm) (3) Other variables O Loop counter variable M Array (time history) counter variable T Time X0 t-DT (4) Other constants and symbols PI Pi 3.14159 G Gravitational acceleration 981 sgn (x) Same as sign (x), sign of x, + +1 when-, -1 when-, 0 when 0 [x] Matrix of x A ＾ n A to the nth power 5.2.2.3. Equation of Motion Equation of motion to be subjected to numerical analysis is as follows: (1) In the case of one mass point d (dx / dt) / dt + CEQ / (EM (1,1) · (dx / dt) + KE Q / (EM (1,1 ) · X + DDY = 0 However, KEQ ≒ (PI ＾ 2/8)^*EM (1,1)^*G^*SSC ＾ 2^*SS^*sgn (X0) / X0 KEQ = EM (1,1)^*G^*SSC ＾ 2^*SS^*sgn (X0) / X0 CEQ ≒ (4 / PI)^*EM (1,1)^*G^*SSC ＾ 2^*MU^*sgn (V 0) / V 0 CEQ = EM (1,1)^*G^*SSC ＾ 2^*MU^*sgn (V0) / V0 (2) In the case of two mass points d (dx / dt) / dt + (CEQ. (dx / dt) + KEQ.x) / EM (2,2)-(C2^*V2 + K2^*x2) / EM (2,2) + DDY = 0 d (d (x2) / dt) / dt + (C2^*V2 + K2^*x2) / EM (1,1) + d (dx / dt) / dt + DDY = 0 where KEQ ≒ (PI ＾ 2/8)^*(EM (2,2) + EM (1,1))^*G^*SS C ＾ 2^*SS^*sgn (X0) / X0KEQ = (EM (2,2) + EM (1,1))^*G^*SSC ＾ 2^*SS^*sgn (X0) / X0 CEQ ≒ (4 / PI)^*(EM (2,2) + EM (1,1))^*G^*SSC ＾ 2^*MU^*sgn (V0) / V0 CEQ = (EM (2,2) + EM (1,1))^*G^*SSC ＾ 2^*MU^*This is a second-order simultaneous ordinary differential equation of sgn (V0) / V0. This is the first floor
It is transformed into a standing differential equation. For the following mass points
It is the same as above. (3) In the case of three mass points d (dx / dt) / dt + (CEQ. (Dx / dt) + KEQ.x) / EM (3,3)-(C2^*V2 + K2^*x2) / EM (3,3) + DDY = 0 d (d (x2) / dt) / dt + (C2^*V2 + K2^*x2-C3^*(V3-V2) -K3^*(X3-x2)) / EM (2,2) + d (dx / dt) / dt + DDY = 0 d (d (x3) / dt) / dt + (C3^*(V3-V2) + K3^*(X3-x2)) / EM (1,1) + d (dx / dt) / dt + DDY = 0 where KEQ ≒ (PI ＾ 2/8)^*(EM (3,3) + EM (2,2) + EM (1,1))^*G^*SSC ＾ 2^*SS^*sgn (X0) / X0 KEQ = (EM (3,3) + EM (2,2) + EM (1,1))^*G^*SSC $ 2^*SS^*sgn (X0) / X0 CEQ ≒ (4 / PI)^*(EM (3,3) + EM (2,2) + EM (1,1))^*G^*SSC ＾ 2^*MU * sgn (V0) / V0 CEQ = (EM (3,3) + EM (2,2) + EM (1,1))^*G^*SSC $ 2^*MU^*sgn (V0) / V0 (4) For n mass point d (dx / dt) / dt + (CEQ. (dx / dt) + KEQ.x) / EM (n, n)-(C2^*V2 + K2^*x2) / EM (n, n) + DDY = 0 d (d (x2) / dt) / dt + (C2^*V2 + K2^*x2-C3^*(V3-V2) -K3^*(X3-x2)) / EM (n ', n') + d (dx / dt) / dt + DDY = 0 d (d (x3) / dt) / dt + (C3^*(V3-V2) + K3^*(X3-x2) -C4^*(V4-V3) -K4^*(X4−x3)) / EM (n ″, n ″) + d (dx / dt) / dt + DDY = 0 d (d (xn ′) / dt) / dt + (Cn ′)^*(Vn'-Vn ") + Kn '^* (Xn'-xn ") -Cn^*(Vn-Vn ')-Kn^*(Xn-xn ')) / EM (2,2) + d (dx / dt) / dt + DDY = 0 d (d (xn) / dt) / dt + (Cn^*(Vn-Vn ') + Kn^*(Xn−xn ′)) / EM (1,1) + d (dx / dt) / dt + DDY = 0, where n ′ = n−1 n ″ = n−2 KEQ ≒ (PI ＾ 2/8)^*(EM (n, n) + .. + EM (2,2) + EM (1,1))^*G^*SSC ＾ 2^*SS^*sgn (X0) / X0 KEQ = (EM (n, n) + .. + EM (2,2) + EM (1,1))^*G^* SSC ＾ 2^*SS^*sgn (X0) / X0 CEQ ≒ (4 / PI)^*(EM (n, n) + .. + EM (2,2) + EM (1,1))^*G^*SSC ＾ 2^*MU^*sgn (V0) / V0 CEQ = (EM (n, n) + .. + EM (2,2) + EM (1,1))^*G^* SSC ＾ 2^*MU^*sgn (V0) / V0 5.2.2.4. Numerical analysis algorithm Second-order ordinary differential equation [EM] · [d (dx / dt) / dt] + [EC] ·
[Dx / dt] + [EK]. [X] = DDY. [EM]
・ Example of algorithm for finding solution of [1] by Wilson θ method
Is used as follows. Mass of mass system in the above equation
Matrix [EM] is diagonal matrix, attenuation matrix
Box [EC] and rigid matrix [EK]
It is a name matrix. The equation of motion to be analyzed
Each matrix of coefficients must satisfy this condition.
In addition, the reference coordinates of relative displacement, relative speed and relative acceleration are
Make appropriate changes as needed. 1) Response acceleration and ground motion of all mass points in a multi-mass system
The speed exceeds time t + DT from time t and time t + θDT
(Θ> 1) is assumed to be linear, and at time t + θDT
It is assumed that the equation of motion also holds. 2) Then τ
Is the time within the interval 0 ≦ τ ≦ θDT with t as the origin.
And the response acceleration at time t + τ is [d (dx / dt) / dt] τ = [d (dx / dt) /
dt] + ｛[d (dx / dt) / dt] θDT− [d
(Dx / dt) / dt]｝ · τ / (θDT). Further, this equation is integrated, and at time t + τ,
Response speed and response displacement are [dx / dt] τ = [dx / dt] + [d (dx / d
t) / dt] · τ + ｛[d (dx / dt) / dt] θD
T− [d (dx / dt) / dt]｝ · τ ＾ 2 / (2θD
T) [x] τ = [x] + [dx / dt] · τ + [d (dx /
dt) / dt] .τ ＾ 2/2 + ｛[d (dx / dt) /
dt] θDT− [d (dx / dt) / dt]｝ · τ ＾ 3
/ (6θDT). 3) This τ is set to DT and θDT and substituted into the equation of motion.
Then, the response displacement of the mass at time t + θDT is [x] θDT = {6 / (θDT)} 2 [EM] + 3 /
(ΘDT) · [EC] + [EK]｝ ＾ (-1) · [(2
[EM] + (θDT) / 2 · [EC]) · [d (dx
/ Dt) / dt] + (6 / (θDT) · [EM] + 2 ·
[EC]) · [dx / dt] + (6 / (θDT) ＾ 2 ·
[EM] + 3 / (θDT) · [EC]) · [x] −
{(1-θ) -DDY + DDYY}-[EM]-
[1]], whereby the response acceleration of the mass at time t + θDT
The degree is [d (dx / dt) / dt] θDT = 6 / (θDT) ＾
2. {[X] θDT- [x]}-6 / (θDT) · [d
x / dt] -2 · [d (dx / dt) / dt]. 4) Using this, response acceleration and speed at time t + DT
Degree and displacement are [d (dx / dt) / dt] DT = ((θ-1) / θ)
[D (dx / dt) / dt] + (1 / θ) · [d (d
x / dt) / dt] θDT [dx / dt] DT = [dx / dt] + [d (dx / d
t) / dt] · (DT) + ｛[d (dx / dt) / d
t] θDT− [d (dx / dt) / dt]｝ · DT /
(2θ) [x] DT = [x] + [dx / dt] · (DT) ＾ 2 /
2 + ｛[d (dx / dt) / dt] θDT- [d (dx
/ Dt) / dt]｝ · (DT) ＾ 2 / (6θ). Where [x]: relative displacement vector at time t [x] DT: relative displacement vector at time t + DT [x] θDT: relative displacement vector at time t + θDT
[X] τ: relative displacement vector at time t + τ [dx / dt]: relative velocity vector at time t [dx / dt] DT: relative velocity vector at time t + DT
Torr [dx / dt] θDT: relative speed at time t + θDT
Vector [dx / dt] τ: relative velocity vector at time t + τ
Torr [d (dx / dt) / dt]: relative addition at time t
Speed vector [d (dx / dt) / dt] DT: at time t + DT
Relative acceleration vector [d (dx / dt) / dt] θDT: At time t + θDT
Relative acceleration vector [d (dx / dt) / dt] τ: phase at time t + τ
Acceleration vector [1]: Vector in which all elements are 1 DDY: Ground motion acceleration at time t DDYY: Ground motion acceleration at time t + DT [EM]: Mass matrix of mass system [EC]: Damping matrix of mass system [EK ]: Stiffness matrix of mass system θ: Accuracy and stability of Wilson θ method
Determined parameters 5) The response of the mass system at time t
Obtain sequentially. 5.2.2.5. Explanation of flowchart (Program details
Detailed explanation) The flowchart of Wilson θ is described in FIG.
It will be described specifically. (1) Initialization 1) N, ND1, ND2 setting N and ND1 input the number of mass points, ND2 is ground motion acceleration data
Enter a number. 2) Declaration of array 3) Set of constants (mass, damping, stiffness matrix below) a. Pi, physical constants: PI = 3.14159, G = 981 b. Input value: SS Tangent according to the angle θ of the mortar gradient tanθ In the case of the weight-restoring type seismic isolator, M / m = θ. Enter the friction coefficient of the MU mortar bearing, where m = θ. In the case of the weight-restoring seismic isolation device, enter the friction coefficient of the sliding bearing. Enter the parameter θ that determines the accuracy and stability of the THETA Wilson θ method. Enter time step of time history 4) Input mass matrix 1 Mass point EM (1,1) Input mass of superstructure mass 2 Mass point EM (1,1) Enter mass of second mass of superstructure Input EM (1,2) Input 0 EM (2,1) Input 0 EM (2,2) Input the mass of the first mass of the superstructure 3 Case of the mass EM (1,1) Third of the superstructure Mass point Enter mass EM (1,2) 0 Enter EM (1,3) 0 Enter EM (2,1) 0 EM (2,2) Enter mass of second mass point of superstructure EM (2, 3) Enter 0 EM (3,1) Enter 0 EM (3,2) Enter 0 EM (3,3) Enter the mass of the first mass point of the superstructure In the case of n mass points (here, the first line, Only the second row, the nk-th row as an arbitrary intermediate row (general row), and the n-th row as the last row are shown.) EM (1,1) The mass of the n-th mass point of the superstructure is shown. Input EM (1,2) Input 0 EM (1,3) Input 0 ・ Input 0 ・ Input 0 EM (1, n-1) Input 0 EM (1, n) Input 0 EM (2 , 1) Enter 0 EM (2,2) Enter the mass of the (n-1) th mass point of the superstructure EM (2,3) Enter 0 ・ Enter 0 ・ Enter 0 EM (2, n-1 Input 0 EM (2, n) Input 0 (repeated from k = n-3) EM (nk, 1) Input 0 EM (nk, 2) Input 0 EM (n- k, 3) Input 0 ・ Input 0 ・ Input 0 EM (nk, nk-1) Input 0 EM (nk, nk) Input the mass of the (k + 1) th mass point of the superstructure・ Enter 0 ・ Enter 0 Enter EM (nk, n-1) 0 Enter EM (nk, n) 0 ・ ・ (Repeat until k = 1) EM (n, 1) 0 Input EM (n, 2) 0 Input EM (n, 3) 0 ・ Input 0 ・ Input 0 EM (n, n-1) Input 0 EM (n, n) First mass point of the upper structure However, the abbreviation following (= repeated from k = n-3)
Part and the abbreviation part following before (repeated until k = 1)
Represents the element of the (n−k) th row of the matrix of n rows and n columns by 3 rows
Iteratively expresses k from the eye to the (n-1) th line
Indicates that The abbreviation in the same row is the first column of each row.
To the n-th column are arranged in order. Hereinafter the same
Mr. 5) Input of attenuation matrix (in the case of 2 mass points or more) In the case of 2 mass points, input EC (1,1) C2 input EC (1,2) -C2 input EC (2,1) -C2 input EC (2, 2) Input CEQ + C2 In the case of 3 mass points EC (1,1) Input C3 Input EC (1,2) -C3 Input EC (1,3) 0 Input EC (2,1) -C3 input EC (2 , 2) C3 + C2 input EC (2,3) -C2 input EC (3,1) 0 input EC (3,2) -C2 input EC (3,3) CEQ + C2 input n n mass point EC ( 1,1) Input C (n) EC (1,2)-Input C (n) EC (1,3) Input 0 ・ Input 0 ・ Input 0 EC (1, n-1) 0 Input EC (1, n) Input 0 EC (2,1) -Input C (n) EC (2,2) C (n-1) + C n) Enter EC (2,3)-C (n-1) ・ Enter 0 ・ Enter 0 Enter EC (2, n-1) 0 Enter EC (2, n) 0 (hereinafter k = Repeat from n-3)-EC (nk, 1) 0 is input EC (nk, 2) 0 is input EC (nk-3) 0 is input-0 is input-0 is input manually EC (nk, nk-2) 0 is input EC (nk, nk-1) -C (k + 2) is input EC (nk, nk) C (k + 1) + C ( Enter k + 2) EC (nk, nk + 1)-Enter C (k + 1) • Enter 0 • Enter 0 EC (nk, n-1) Enter 0 EC (nk, n) Input 0 ・ ・ (Repeated until k = 1) EC (n, 1) Input 0 EC (n, 2) Input 0 EC (n, 3) Input 0 ・ Input 0 ・ Input 0 EC ( n, n- ) 0 input EC (n, n-1) input a -C2 EC (n, n) type the CEQ + C2 where, C (of k + 1) from the superstructure k floor floor until k + 1 floor
The damping constant C (n) is the damping from the upper structure n-1 floor to the n floor.
Constant 6) Stiffness matrix input (for 2 mass points or more) For 2 mass points EK (1,1) Input K2 EK (1,1) -Input K2 EK (2,1) -Input K2 EK (2 , 2) Input KEQ + K2 In the case of 3 mass points EK (1,1) Input K3 EK (1,2)-Input K3 EK (1,3) 0 Input EK (2,1) -K3 Input EK ( 2,2) Input K2 + K3 EK (2,3)-Input K2 EK (3,1) 0 Input EK (3,2) -K2 EK (3,3) Input KEQ + K2 For n mass points EK (1,1) Input K (n) EK (1,2)-Input K (n) EK (1,3) Input 0 ・ Input 0 ・ Input 0 EK (1, n-1) 0 EK (1, n) Input 0 EK (2,1)-Input K (n) EK (2,2) K (n-1) Enter K (n) EK (2,3)-Enter K (n-1) ・ Enter 0 ・ Enter 0 EK (2, n-1) 0 Enter EK (2, n) 0 ( EK (nk, 1) 0 is input EK (nk, 2) 0 is input EK (nk, 3) 0 is input 0 is input 0 EK (nk, nk-2) Input 0 EK (nk, nk-1)-Input K (k + 2) EK (nk, nk) K (k + 1) Enter + K (k + 2) EK (nk, nk + 1)-Enter K (k + 1) ・ Enter 0 ・ Enter 0 EK (nk, n-1) Enter 0 EK (nk, n) Input 0 (repeated until k = 1) EK (n, 1) Input 0 EK (n, 2) Input 0 EK (n, 3) Input 0 ・ Input 0 ・ Input 0 EK ( n, n- ) 0 input EK (n, n-1) -K2 input EK (n, n) type the K EQ + K2 where, K (the K + 1) from the superstructure k floor floor until k + 1 floor
The spring constant K (n) is the spring from the upper structure n-1 floor to the n floor.
Constant 7) Set initial condition of output value (relative displacement response value and relative velocity response value of each mass point of superstructure) In case of 1 mass point x 1st floor (the ground and 1st floor) relative displacement response value (cm) VV1 Relative velocity response value (kine) between the first floor (ground and the first floor) In the case of two mass points x 1st floor (relative displacement value between the ground and the first floor) (cm) x2 2nd floor (1 Relative displacement response value between floor and second floor (cm) VV1 Relative velocity response value between first floor (ground and first floor) (kine) VV2 Second floor (one floor and second floor) ) Relative velocity response value (kine) For 3 mass points x 1st floor (ground and 1st floor) relative displacement response value (cm) x2 2nd floor (1st floor and 2nd floor) relative displacement response Value (cm) x3 3rd floor (1st floor and 3rd floor) relative displacement response value (cm) VV1 1st floor (ground and 1st floor) relative velocity response Value (kine) VV2 2nd floor (1st floor and 2nd floor) relative speed response value (kine) VV3 3rd floor (1st floor and 3rd floor) relative speed response value (kine) n mass point X 1st floor (the ground and the 1st floor) relative displacement response value (cm) x2 2nd floor (the 1st floor and the 2nd floor) relative displacement response value (cm) x3 3rd floor (1 Xn nth floor (between first floor and nth floor) relative displacement response value (between floor and third floor) (cm) VV1 1st floor (ground and first floor) Relative velocity response value (kine) VV2 2nd floor (1st floor and 2nd floor) relative velocity response value (kine) VV3 3rd floor (1st floor and 3rd floor) relative velocity response Value (kine) VVn For the relative speed response value (kine) of the nth floor (the first floor and the nth floor), the respective values at the start time are defined in the initial condition. And
Give. (2) Data input and output file setting 1) Set the file name for input data by INPUT instruction.
And open it as file number # 1. 2) Set the output data file name using the INPUT instruction.
And open it as file number # 2. (3) Time repetition 1) Loop of time history (M = 2 TONN). (4) Look-ahead repetition 1) To improve the accuracy of the equivalent spring constant and equivalent damping coefficient,
Look-ahead one time history, O = 1 TO 2
H. O = 1 for the first round, O = 2 for the second round, 5.
See 2.2.6.2). (5) Calculation of equivalent spring constant and equivalent damping coefficient 1) Equivalent spring constant (KEQ) and equivalent damping coefficient (CEQ)
From V0 and X0. In the case of one mass point KEQ ≒ (PI ＾ 2/8)^*EM (1,1)^*G^*SS
C ＾ 2^*SS^*sgn (X0) / X0 KEQ = EM (1,1)^*G^*SSC ＾ 2^*SS^*sg
n (X0) / X0 CEQ ≒ (4 / PI)^*EM (1,1)^*G^*SSC ＾
2^*MU^*sgn (V0) / V0 CEQ = EM (1,1)^*G^*SSC ＾ 2^*MU^*sg
n (V0) / V0 In the case of 2 mass points KEQ ≒ (PI ＾ 2/8)^*EM (2,2)^*G^*SS
C ＾ 2^*SS^*sgn (X0) / X0 KEQ = EM (2,2)^*G^*SSC ＾ 2^*SS^*sg
n (X0) / X0 CEQ ≒ (4 / PI)^*EM (2,2)^*G^*SSC ＾
2^*MU^*sgn (V0) / V0 CEQ = EM (2,2)^*G^*SSC ＾ 2^*MU^*sg
n (V0) / V0 In case of 3 mass points KEQ ≒ (PI ＾ 2/8)^*(EM (3,3) + EM
(2,2) + EM (1,1))^*G^*SSC ＾ 2^*SS
^*sgn (X0) / X0 KEQ = (EM (3,3) + EM (2,2) + EM
(1,1))^*G^*SSC ＾ 2^*SS^*sgn (X0)
/ X0 CEQ $ (4 / PI)^*(EM (3,3) + EM (2,
2) + EM (1,1))^*G^*SSC ＾ 2^*MU^*sg
n (V0) / V0 CEQ = (EM (3,3) + EM (2,2) + EM
(1,1))^*G^*SSC ＾ 2^*MU^*sgn (V0)
/ V0 For n mass points KEQ ≒ (PI ＾ 2/8)^*(EM (n, n) +
EM (2,2) + EM (1,1))^*G^*SSC ＾ 2^*
SS^*sgn (X0) / X0 KEQ = (EM (n, n) + .. + EM (2,2) + E
M (1,1))^*G^*SSC ＾ 2^*SS^*sgn (X
0) / X0 CEQ ≒ (4 / PI)^*(EM (n, n) + .. + EM
(2,2) + EM (1,1))^*G^*SSC ＾ 2^*MU
^*sgn (V0) / V0 CEQ = (EM (n, n) + .. + EM (2,2) + E
M (1,1))^*G^*SSC ＾ 2^*MU^*sgn (V
0) / V0 * If the absolute values of V0 and X0 are very small, KE
Since Q and CEQ diverge, the absolute values of V0 and X0
Is smaller than a certain value close to 0,
Use an appropriate value that does not diverge instead. (6) Loop check Based on the processing in (4), whether the processing is the first round or the second round
Check. In the case of the first round, the processing of (7)
In the case of the second round, after returning to the time before prefetching
Then, the process proceeds to (7). (7) Displacement at t + θDT by Wilson-θ method
Calculation (8) Acceleration / velocity / displacement by Wilson-θ method
Calculation of response (9) Error rounding processing Acceleration / velocity / displacement response values are appropriate as required
Round processing with high precision, and the loop check of (6)
If it is the first round, the process returns to (4) and the second round
If the process is performed, the process proceeds to (10). (10) Result output When DT is small, the value obtained in (8) is fixed for rounding.
When averaging for each time section and setting the output value
There is also. 5.2.2.6. Processing In this program, multiple factors related to displacement at t + θDT
It is solved as a system of linear equations. Addition at time t + θDT
When solving a system of linear equations with respect to speed
There are, however, basically the same results. 1) Error processing by selection of DT and averaging of output data In order to eliminate errors caused by large time steps,
Use a small DT as input data to maintain the calculation accuracy.
And averaging the calculation results for each fixed time interval
In some cases, it may be necessary. This gives the time difference
The error in the analysis process is reduced. 2) Loop-ahead repetition algorithm Equivalent spring constant (KEQ) and equivalent damping coefficient (CEQ)
When calculating the velocity (V0) and the displacement (X
0) → Calculation of KEQ and CEQ at time t-DT → time t
Following the process of calculating velocity and displacement,
Since KEQ and CEQ are obtained from speed and displacement, accurate
It cannot be said that a good response value is obtained. So as much as possible
Speed at t-DT to improve the accuracy of KEQ and CEQ
Degree (V0), Displacement (X0) → KEQ, C at t-DT
Calculation of EQ → Calculation of velocity and displacement at time t → KE at time t
Calculation of Q and CEQ → t time using KEQ and CEQ at t time
KEQ and CEQ are calculated in the process of calculating the speed and displacement of a point.
Therefore, the response value is obtained with higher accuracy. 3) Equivalent linearization When replacing with equivalent linearity, it is important to note that X
If 0 is a very small value, KEQ will be infinite.
I will. Similarly, when V0 is a very small value, CEQ is
Infinite value. Therefore, V0 and X0 are both set to minimum values.
When V0 and X0 take values smaller than that,
Should be small enough and use an appropriate value instead. 4) Error rounding process Accumulation of errors in the calculation process for acceleration, velocity and displacement
Therefore, after calculating each response value, rounding is performed with appropriate accuracy.
You. 5.3. Mortar shape and V-shaped valley surface of linear slope type restoration sliding bearing
-Like motion equation comparison 5.3.0. List of symbols (Descriptions of symbols other than those below are
5.1.3.1. ): Slope of V-shaped trough-shaped base-isolated plate, real slope of mortar-shaped base-isolated plate
Arrangement (in the direction of movement from any point) θ ': Gradient from the center of the mortar-shaped seismic isolation plate (cone gradient) R: Distance from the mortar center to the outer periphery of the mortar-shaped part x: Response of mass point in x-direction Displacement (relative to ground
Y): Response displacement of the mass point in the y direction (relative displacement with respect to the ground)
Dx / dt: Response speed of mass point in x direction (relative speed) dy / dt: Response speed of mass point in y direction (relative speed) d (dx / dt) / dt: Response acceleration of mass point in x direction
(Relative acceleration) d (dy / dt) / dt: Response acceleration of mass point in y direction
(Relative acceleration) d (dqx / dt) / dt: External force in x direction (earthquake / wind)
Acceleration (absolute acceleration) d (dqy / dt) / dt: External force in y direction (earthquake / wind)
Acceleration (absolute acceleration) 5.3.1. V-shaped trough-shaped equation of motion The invention according to claim 80-2 is directed to a seismically isolated structure and a seismically isolated structure.
Between the supporting structure and the supporting structure
Seismic isolation plate whose surface is mortar-shaped or V-shaped valley-shaped
In the seismic isolation sliding bearing having the following equation, the simultaneous motion equation d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (x) + μ · sign (dx / dt)｝
= −d (dqx / dt) / dt d (dy / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (y) + μ · sign (dy / dt)｝
= −d (dqy / dt) / dt θ is small, (cos θ) ＾ 2 ≒ 1, tan θ ≒ θ
D (dx / dt) / dt + g｝ θ from (radian)
Sign (x) + μsign (dx / dt)｝ = −
d (dqx / dt) / dt d (dy / dt) / dt + g ｛θ · sign (y) + μ
Sign (dy / dt)｝ = − d (dqy / dt) /
Designed by structural analysis using dt
The seismic isolation sliding bearing, and the seismic isolation structure thereby
It is. 5.3.2. Mortar-like motion equation The invention according to claim 80-3 is the method of motion according to claim 80-2.
In the formula, when √ (x ＾ 2 + y ＾ 2) ≦ R θ = θ '(√ (x2 ＾ 2 + y2 ＾ 2) −√ (x1 ＾ 2 +
y1 ＾ 2) / √ (x2-x1) ＾ 2 + √ (y2-y1)
＾ 2) where, the coordinates (x1, y1) at time t and the coordinates at time t + Δt
It is assumed that the target is (x2, y2). The coordinates at time 0 (0,0)
It is. When √ (x ＾ 2 + y ＾ 2)> R, it is designed by performing structural analysis by setting θ = 0.
Seismic isolation sliding bearings characterized by
It is a seismic isolation structure. 5.4. Simple response acceleration method 5.4.1. Seismic isolation structure with rectilinear sliding bearing
Simple response acceleration type of body Claim 80-4 is a straight slope having a mortar shape or a V-shaped valley surface shape.
Of a base-isolated structure with a restoring sliding bearing and a viscous damper
This is a simple response acceleration type invention. Mortar-shaped or V-shaped trough
-Shaped linear gradient restoring slide bearing and viscous damper
The maximum response acceleration formula (approximate) for the seismic structure is as follows.
You. A = α ・ ｛g ・ ｛θ + μ｝ + C ・ v / m｝ A: Maximum response acceleration value cm / s ＾ 2 g: Gravitational acceleration 981 cm / s ＾ 2 θ: Gradient of mortar-shaped seismic isolation plate radian μ: Seismic isolation Dynamic friction coefficient of dish m: Mass of mass C: Viscous damping coefficient of damper of seismic isolation layer v: Maximum acceleration of seismic motion α: Response magnification of seismically isolated structure As an example without low-pass filter α ≒ 2-3
The response magnification of the structure that is vibrated) Low-pass filter at 5 Hz α ≒ 1 The invention of claim 80-4 provides the maximum response acceleration formula described above.
Therefore, what is designed by structural analysis
Characterized by seismic isolation sliding bearings and seismic isolation structures
is there. 6. Vertical seismic isolation device Figs. 119 to 129 show vertical seismic isolation from the vertical force of an earthquake.
1 shows an embodiment of a direct seismic isolation device. 6.1. Vertical seismic isolation device for vertical displacement absorption type of sliding part, sliding support
FIGS. 119 to 122 show a vertical structure according to claim 81 of the present invention.
1 shows an embodiment of a seismic isolation device / slide bearing I. this is,
4.6. Gravity restoration type single seismic isolation plate with vertical displacement absorption type for sliding part
This is an application of seismic isolation devices and sliding bearings.
Seismic isolation plate 3 having a planar sliding surface and the sliding surface of seismic isolation plate 3
Roller ball (bearing) part that can slide
Is from the sliding part 5 (hereinafter referred to as "sliding part")
And the sliding portion 5 is inserted into the cylinder 5-a and inserted therein.
Springs (elastic bodies such as springs and rubber or magnets) 5-b
And the sliding part tip 5-
c, one of the seismic isolation plate 3 and the sliding part 5
To the seismically isolated structure 1, the other
An exemption constituted by providing the supporting structure 2
Seismic device and sliding bearing. The upper part of the cylinder 5-a is 4.6.
In some cases, the stopper is simply fixed as in
The female screw is cut as shown, and the male screw 5-d is inserted.
In some cases. This male screw 5-d
Compression of springs 5-b by rotating in direction and tightening
To increase the repulsion force and the pushing force of the sliding part tip 5-c.
Has the function of improving the resilience and seismic isolation
Enables correction of residual displacement of structure A after earthquake
You. In addition, a roller ball (bezel) is
(Aring) 5-e and 5-f may be provided. This b
Roller ball (bearing) is used as a circulating rolling guide
Therefore, it is advantageous to adopt a circulating form. 6.2. A pull-out prevention device with vertical seismic isolation (including with resilience)
Bearings, seismic isolation device with cross-shaped restoration, sliding bearings, and patents
The upper part of the anti-slipping device and sliding bearing of No. 1844024
Between the sliding member 4-a and the seismically isolated structure 1,
Supports the lower slide member 4-b and the seismically isolated structure
One or both sides of the structure 2
(E.g., an elastic body such as a spring or rubber,
25). The features of this device are
Cross-shaped seismic isolation device, sliding bearing (including restoration), and pull-out
The horizontal force is absorbed by the anti-skid device and sliding bearing,
Only the vertical motion of the earthquake is not affected by the horizontal force.
Can be absorbed by 25, etc., enabling vertical seismic isolation
That is. FIGS. 123 to 124 are claim 82.
Shows an embodiment of the vertical seismic isolation device / sliding bearing I of the invention of the present invention.
You. FIG. 123 shows the prevention of pull-out in Japanese Patent No. 1844024.
Upper slide member 4-a and seismic isolation of device / slide bearing F
Between the sliding structure 1 and the lower slide member 4-b
Perpendicular to both the structure 2 supporting the structure to be
This is an embodiment in which an elastic spring 25 or the like is installed in the direction.
FIG. Pull-out prevention with restoration / damping spring etc.
Upper sliding member 4-a and seismic isolation
Between the sliding structure 1 and the lower slide member 4-b
Perpendicular to both the structure 2 supporting the structure to be
This is an embodiment in which an elastic spring 25 or the like is installed in the direction.
It also has horizontal restoration or damping performance. 6.3. Vertical seismic isolation device for each floor and each floor FIGS.
1 shows an embodiment of a seismic isolation device. Seismic vertical force
Vertical seismic isolation device I is difficult to function throughout the building
No. Therefore, regarding seismic horizontal force, the seismically isolated structure
Provided on the foundation (or lower floor) of the structure B that supports
Seismic isolation by the horizontal seismic isolation device H that isolates only in the horizontal direction
The entire structure A to be seismically isolated and
A floor unit or a floor unit where multiple floors are put together
And vertical seismic isolation device I (vertical direction)
And a seismic isolation device that seismically isolates horizontally)
There is a method of seismic isolation. this
As the vertical seismic isolation device I, floor seismic isolation at each floor is also conceivable.
However, boxes that integrate the floor, wall, and ceiling are
In some cases, vertical seismic isolation is used. Seismic isolation from vertical force
If a spring or the like is used to make the
When it comes to seismic isolation at once, seismic isolation from vertical force
Springs, etc. must be huge, which is not practical
The present invention is based on the concept of seismic isolation on each floor or layer.
This is made possible by dispersing the locations. Ma
In addition, the horizontal and vertical forces of seismic force can be clearly separated and seismically isolated.
There is also an advantage. On the first and second floors (layers) in FIG.
・ The entire box with the floor and ceiling integrated into a wall on the third floor (layer)
・ Floor on the 4th floor (layer), 1 floor on the 5th floor (layer)
There are three floors in the building, and their walls, floor and ceiling
What was built on the rooftop at the rooftop layer
Example of vertical seismic isolation of the entire structure of the story
Is represented. The position of the vertical seismic isolation device I is shown in FIG.
As shown on the second floor (layer) of 5 or higher, generally
Is the lower part of the entire box that integrates the wall, floor and ceiling
But, like the first floor (layer), there are cases where
You. FIG. 126 (a) shows the basic part of the structure (and the lower floor)
The horizontal seismic isolation device H installed in Seismic Isolation for horizontal force
(Floor), restrained horizontally and seismically isolated only vertically
FIG. 1 shows an embodiment equipped with a vertical seismic isolation device I.
You. Constrained horizontally, seismically isolated only vertically
Equipped with the vertical seismic isolation device I
Purification allows for simplification of structural analysis. Also, hanging
Seismic isolation devices that seismically isolate both vertically and horizontally
There is also a method of installing on the (floor). FIG. 126 (b)
Vertical constrained in the horizontal direction and seismically isolated only in the vertical direction
1 shows an embodiment of a seismic isolation device I, the specific configuration of which is as follows.
The member 5-c of the vertical seismic isolation device I is inside the cylindrical member 5-a.
The member 5-c is extruded into the cylindrical member 5-a.
Springs that expand and contract in the vertical direction (such as elastic
Or magnet etc.) 5-b enters and slides vertically to each other
Is what you do. This mutually sliding member (5-
The length of a, 5-c) is such that one member and the other member are heavy.
Even if the springs and other 5-b are fully extended.
And the member 5-c is not
When it fits completely in -a and shrinks most, the spring etc. 5-b is the most
It must be compressed and not excessive.
You. 6.4. Vertical seismic isolation device using tensile material FIGS. 127 to 129
1 shows an embodiment of a vertical seismic isolation device I using upholstery. Seismic isolation
Supports 1 such as columns, beams, foundations, etc. of the structure A
Tension material 8 in three directions or more, and the other end is seismically isolated
Compressed material of the structure or the base B supporting the structure A to be formed
At each vertex of a polygon of a triangle or more formed by
The elasticity of the tension member 8 or the middle of the tension member 8
Springs (elastic bodies such as springs and rubber or magnets) 25
Due to the elasticity, the normal force of seismic
Enable seismic isolation. Further, the tension member 8 is formed by the upper chord member 8-u.
In some cases, the lower chord material 8-l is used.
l alone, but by adding the upper chord material 8-u
Therefore, the pillars 1 of the structure A to be seismically isolated become independent. Fig. 127
FIG. 12 shows a case where the tension member 8 is composed of only the lower chord material.
8 indicates that the tension member 8 is formed by an upper chord member 8-u and a lower chord member 8-l.
This is an embodiment in the case of being configured. FIG. 129 shows the tensile material
8 is constituted by an upper chord material 8-u and a lower chord material 8-l,
Further, in the embodiment in which a spring or the like 25 is provided in the middle,
is there. If a spring or the like is not used,
High tension wire or high tension wire rope cable
It can be obtained by using bullwood. These materials are elastic
The reason they can be used as materials is that these materials have high tensile strength,
This is because it has a high elastic modulus. In addition, because of the high tensile material
, Do not use a spring (if you do not use a spring 25)
This allows for vertical seismic isolation of heavy objects
You. In addition, either when using a spring or the like,
Also have the function of horizontal seismic isolation. That is all
This is a great advantage of the installation. 7. Seismic power generation equipment by seismic isolation
Can be applied to convert energy
it can. Claim 85 is an earthquake using the seismic isolation mechanism.
It is an invention of a power generation device. 7.1. Seismic power generation equipment with seismic isolation To convert seismic energy into useful energy such as electricity,
It is conceivable to use seismic isolation devices.
It is difficult to convert dimensional movement into one-dimensional movement.
Was. The following method solves this. 1) Pin type FIGS. 387 to 388 show an embodiment of the invention according to claim 86.
1 shows an embodiment of a seismic power generation device due to an earthquake. Seismic power
The device K is a structure 1 or a structure to be seismically isolated by the seismic isolation device.
Supports the seismically isolated weight 20 and the structure to be seismically isolated
Insertion portion 7-vm provided between
And the pin 7 having the tip 7-w inserted into the insertion portion.
Have. Pin 7 is seismically isolated during an earthquake.
Part 7-v provided in the structure 1 to be
Into the insertion portion 7-v provided in the weight 20
During the quake, the pin 7 moves up along the concave insertion portion 7-vm.
And moves in conjunction with the rack 36-c connected to the pin 7.
Then, the rotor 36-d rotates to turn the generator 44,
Perform electricity. The concave insertion part has a concave shape such as a mortar or a spherical surface.
Condition is possible. FIG. 387 shows the seismic isolation by the seismic isolation device.
Structure 1 supporting the structure to be seismically isolated and structure 2
FIG. 388 is an example in the case of being provided between
Sliding on the seismic isolation plate made of friction material by seismic force
Supports the weight 20 and the structure to be isolated
This is a case provided between the light emitting device and the structure 2.
2. Actual results when used for seismic sensors
This is an example. The concave insertion portion in FIGS. 387 to 388.
7-vm and the relationship between the pin 7 inserted into the insertion portion,
Structure supporting structure 1 to be isolated and structure to be isolated
In some cases, it may be attached to the body 2 in reverse. The above structure
By converting seismic energy into vertical motion,
Vertical one-dimensional and horizontal two-dimensional movement into vertical one-dimensional movement
In addition, power generation is performed instead of rotating motion. Further
According to this method, the vertical motion of the earthquake
And so on. 2) Rack and gear type (connection member-based seismic power generation device) FIGS.
1 shows an embodiment of a seismic power generation device due to an earthquake. Seismic power
Apparatus K consists of a seismic isolated structure 1
Provided between the structure 2 supporting the structure to be inserted,
Entry portion 2-a and member inserted into the insertion portion (insertion member)
1-p, and at the time of an earthquake, the insertion member 1-p
2-a entered and exited along the insertion member 1-p
Provided on the insertion section 2-a side by interlocking with the rack 36-c
The rotated gear 36-d rotates the generator 44,
Perform electricity. Rack 36-c and teeth rotated by the rack
One of the vehicles 36-d, one of which is seismically isolated
A weight 20 that can freely move by receiving seismic force during an earthquake
The other side is provided on the structure 2 supporting the seismically isolated structure
You. This method converts seismic energy into horizontal motion
By turning, two-dimensional movement into one-dimensional movement, further rotation
Can be replaced by exercise. FIG. 389 shows that the seismic power generator K
This is an example of a case in which the structure is provided on a structure 1 to be shaken.
FIG. 389 shows an inflexible member-type connecting member-based seismic power generator.
If so, FIG. 391 shows the earthquake of the flexible member type connecting member system.
It is a power generator. (A) of the figure is a case of normal time, (b) is
This is the case of displacement amplitude during seismic isolation. Figure 390 shows an earthquake
Electric device K slides on the seismic isolation plate made of low friction material.
Is provided on the weight 20 which is seismically isolated.
The mechanism is described in 7.2. With a seismic power generation device type seismic sensor
This is the case when used. In addition, the concave insertion portion 2-
a and the insertion member 1-p are related to the structure 1 to be seismically isolated.
Or to support the seismically isolated weight 20 and the seismically isolated structure
What is shown in FIGS. 389 to 391 with respect to the structure 2
May be reversed. The concave insertion part 1-a is not required.
Insert the insertion part into the seismic structure 1 or the seismically isolated weight 20
Timber 2-p is taken into the structure 2 supporting the structure to be seismically isolated.
It is to stick. 7.2. A seismic power generation device type earthquake sensor. Using the seismic power plant
The seismic sensor
-"). This is claimed in claim 87
Power generation by earthquake using seismic power generation equipment with seismic isolation
By measuring the amount, etc., played the role of an earthquake sensor
It is something. By using seismic power generation equipment,
Land that uses energy and does not require other power sources
A seismic sensor becomes possible. Further, 8. Solution of the fixing device
(Such as 8.1.2.3 direct method)
Energy can also be generated. 7.3. Release of fixing device by earthquake (power generation) sensor 7.1. 6. Seismic power generator with seismic isolation as described, or
2. Using the described seismic power plant type seismic sensor,
The release of the fixing device can be performed. this
The automatic control device 22 operates the fixing device such as a fixing pin.
Indirect method (8.1.2.2.
1. (2)) and the automatic control device 22 fixes the fixing pin or the like.
Direct method for directly releasing the operating part of the device (8.1.2.
3.2. ). FIG. 189 to FIG.
192 to 193 show the mechanism of the direct method.
189 to 192 show the pin type shown in FIG.
FIG. 193 shows a case where a seismic power generation device is used.
Shows the case where 90 racks and gear type seismic power generation equipment are used.
are doing. The indirect method shown in FIGS.
Although it uses a pin-type seismic power plant,
And gear type seismic power generators, and other configurations of earthquakes
Naturally, a device using a power generator is also conceivable. 8. Fixing device / damper Fixing device is defined as the
Is used to prevent vibrations of seismically isolated structures caused by cars, etc.
To support seismically isolated structures and seismically isolated structures
It fixes the structure. 8.0. Classification of fixing device 8.0.1. Fixing device category 1 (fixing pin type and connecting member
Valve type) 8.0.1.1.1. Description The fixing device is different from the connection form in that the fixing pin system and the connecting member system
There are two types: The connecting member system is more inflexible member type
And flexible member type. Fixed pin system is seismically isolated
Form that connects the structure and the structure supporting the seismically isolated structure
Engagement friction material such as fixed pins attached with
And say "fixed pin". (Including pin type of connecting member)
Supports the seismically isolated structure and the seismically isolated structure
And a fixed structure. Connecting members are seismically isolated
The structure to be supported and the structure to support the seismically isolated structure
For example, rod material as a connecting member
Inflexible members and flexible members such as wires, ropes and cables
Is connected to the seismically isolated structure
The structure is connected to a structure supporting the structure. Concrete
Specifically, piston-like members 1-p, 2-p, 7-p, insertion
Cylinder 1-a, 2-a, 7-a, universal rotary contact 1-
x, 2-x, flexible joint 8-fj, support
Possible for materials 1-g, 2-g, wire, rope, cable, etc.
The flexible members 8-f and the like are separated from the structure 1 to be seismically isolated.
It forms a connecting member with the structure 2 that supports the structure. further,
As the fixing method, the fixed pin system has the direct method and the indirect method.
The indirect method is a pin type (lock pin) and a valve type (lock type).
Valve). The connecting member system is also pin type (fixed pin
N) and a valve type. In addition, fixed pin type direct method
And indirect pin type (lock pin) and valve type (lock valve)
And the pin type (fixing pin) of the connecting member system is referred to as "fixing pin".
We call the valve type of the connecting member system "connecting member valve".
It is referred to as a "mold fixing device." The indirect method is as follows: 1) Indirect pin type (lock pin) of fixed pin type 2) Valve type (lock valve) of indirect type of fixed pin type 3) Indirect type of pin type (fixed pin) of connecting member system (Fixed
4) Indirect method (direct / fixed) valve and lock
Lock member (lock pin, lock valve)). The direct method is divided into 1) a fixed pin type direct method and 2) a connecting member type (pin type / valve type) direct type. 8.0.1.2. Specific examples Hereinafter, the "fixing pin type fixing device" and the "connection member valve type fixing device" will be described.
Specific examples of “place” are given. Fixed pin type fixing device is 1) fixed
Fixed pin type direct type 2) Fixed pin type indirect type pin
Type (lock pin), 3) Fixed pin type indirect valve type
(Lock valve) 4) Pin type (fixed pin) of connecting member system
The connecting member valve type fixing device is divided into 1) connecting member type.
Valve type. (1) Fixing pin type fixing device 1) Direct method of fixing pin system For details, see 8.1.2.3. /8.2.1. ~ 8.2.
5. See (1) for each. 2) Fixed pin type indirect pin type (lock pin) For details, see 8.1.2.2. /8.2.1. ~ 8.2.
5. For each (2). 3) Fixed pin type indirect valve type (lock valve) For details, see 8.1.2.2. Among them, 8.1.2.2.
5. See 4) Pin type (fixing pin) of connecting member system a. Inflexible member type connecting member The connecting member is made of an inflexible member such as a rod material. Details
Details are 8.0.1.3. /8.1.2.2.2. / 8.
1.2.3. /8.2.1. See (1) and (2). Implementation
Examples are FIGS. 132 to 144 and FIG. 147. b. Flexible member type connecting member The connecting member is a flexible member such as a wire, rope, cable, etc.
It is made of For details, see 8.0.1.3. See Implementation
FIG. 182 is an example. (2) Connection member valve type fixing device 1) Connection member type valve type a. Inflexible member type connecting member The connecting member is made of an inflexible member such as a rod material. Details
For details, see 8.1.2.2.5. /8.1.2.3. / 8.
2.1. See (1). Examples are shown in FIGS.
7, FIG. b. Flexible member type connecting member The connecting member is a flexible member such as a wire, rope, cable, etc.
It is made of For details, see 8.0.1.3. See Implementation
Examples are FIGS. 146, 201, 202, and 331.
(FIGS. 201 and 202 are dampers). 8.0.1.3. Flexible member type connecting member system fixing device This method is applicable to all existing fixing devices or dampers.
Applicable. 182, 331, 201, 2
02 is the embodiment (FIGS. 201 and 202 are dampers,
8.4.3. See). Each (a) is a normal time
The case (b) is the case of the displacement amplitude at the time of seismic isolation. Claim
Item 89 is a flexible member type connecting member system fixing device.
It is an invention concerning. Structure supporting the structure to be isolated
Either the body 2 or the seismically isolated structure 1
Operating part (piston-shaped member) of the fixing device installed in
Is the operating part of the damper (piston-like member such as a hydraulic damper)
Actuating part such as etc.) 7-p and the other structure are fixed
Through the insertion port 31 provided on the side of the structure where the device is installed
And a flexible member 8-f such as a wire, rope, or cable
Connect with. A support between the other structure and the flexible member 8-f.
The holding point is a flexible joint that can be rotated 360 degrees 8-
fj. Specifically, in the case of the fixing device, the fixing device
Seismic isolation structure between the operating part 7-p and the seismically isolated structure 1
Through the insertion port 31 installed on the side of the structure 2 supporting the structure
And a flexible member 8-f such as a wire, rope, or cable
(FIG. 331). In the case of a damper,
Structure that is isolated from moving part 7-p and structure 1 that is isolated
Through the insertion port 31 installed on the side of the structure 2 that supports
And flexible members 8-f such as wires, ropes, cables, etc.
Connect (see FIG. 201). Here, naturally, seismic isolation upside down
Of the fixing device installed on the structure 1
Structure supporting the operating part 7-p of the damper and the seismically isolated structure
Insertion opening 3 installed on the side of structure 1 that is isolated from structure 2
1 through a flexible member such as a wire, rope, or cable
In some cases, they are connected by 8-f (see FIG. 182). Insertion slot 31
For the shape of, for example, one direction (including reciprocation, the following
Same) If you want to have restoration performance,
Shaped insertion hole, insertion hole through rollers, omnidirectional restoration performance
If you want to have a
Insertion opening (Fig. 386) in the shape of a cup
Like the entrance, the flexible member 8-f and its insertion port 31 are in contact with each other.
Round the corner or through a rotor such as a roller (in that case
Is perpendicular to the flexible member 8-f (two axes are
In the orthogonal direction)
It is necessary to provide a rotor) to reduce friction
Better. The material of the insertion port 31 is preferably a low friction material.
It also needs strength. With this configuration, the fixing device
In this case, a single device can be used for fixing in all directions.
In the case of a damper, one damper can be used in all directions
It will work. The damper may be placed horizontally or vertically.
In case of vertical installation, solve the problem of horizontal installation. Sand
30 to 50 years by being placed horizontally
During the period, there is a risk of leakage of liquid such as oil. This
Do not allow liquids such as oil to accumulate and leak when placed vertically.
Such a problem will disappear if it is a good shape. 8.0.1.1.3.1. Flexible member type connecting member system fixing device
Pin type FIG. 182 shows a pin type of a flexible member type connecting member system fixing device.
This is an example. Structure that is seismically isolated from the operating part 7-p of the fixing device
Relationship with the structure 2 supporting the structure (via the insertion port 31)
And flexible members 8-f such as wires, ropes, cables, etc.
179 is the same as in FIG. 179 except for connecting
The pin 11 is a fixed pin 7), but FIG.
In the normal case, (b) is the case of the displacement amplitude at the time of seismic isolation.
Like the piston, when it is displaced during wind and seismic isolation,
The movement of the material 7-p is reversed. In this case, the piston-like member
The pin for fixing 7-p is the fixing pin 7. That
Are members such as a piston-like member 7-p and a cylinder 7-a.
Anyway, the seismically isolated members of structure 1
And the members of the structure 2 supporting the structure
Just because they match, the definition of fixed pin
Supports seismic structures and their components and seismically isolated structures
Engage with both the structure and its members
The “fixing member” is a fixing pin, and this fixing device (flexible
(Pin type of member type connecting member system fixing device)
That supports the members of the structure 1 and the structure to be seismically isolated
The function of engaging the two members and fixing them is
This is because only the member 7 (the piston-like member 7-p
Is a member installed on the structure 1 to be seismically isolated.
Through the flexible joint 8-fj and the flexible member 8-f
Connected to the structure 2 supporting the structure to be seismically isolated
Therefore, a part (part) of the structure 2 supporting the structure to be seismically isolated
Material). Therefore, this fixing device (flexible part)
Material type connecting member pin fixing device) uses connecting member
The structure 1 to be seismically isolated and the structure to be seismically isolated
Fixing to the supporting structure 2 is performed by a fixing pin 7.
Therefore, it is classified as a fixing pin type fixing device. Also,
The fixing device of FIG. 182 has a fixing pin as shown in FIG.
7 has a notch / groove / depression with which the lock member 11 is engaged.
7-k, fixed pin 7 and earthquake sensor (amplitude)
The connection between the lock member 11 and the earthquake sensor (vibration
Width) device may be connected. In addition, fixed pins
7 has a notch with which the first lock member 7-1 is engaged.
A groove / recess 7-k, and the first lock member 7-l
Has a notch with which the second lock member 7-n is further engaged.
7-m, and so on.
The lock member is provided with a second lock member 7-n.
A third lock member is engaged with the member 7-n.
The next lock member is configured to be sequentially engaged.
And the last (second in the case of up to the second lock member)
Where the rack member and the earthquake sensor (amplitude) device are connected
In some cases. 8.0.1.3.2. Flexible member type connecting member system fixing device
Valve Type FIG. 331 shows the actual valve type of the flexible member type connecting member system fixing device.
This is an example. Structure that is seismically isolated from the operating part 7-p of the fixing device
Relationship with body 1 (via insertion port 31
2 except for a flexible member 8-f such as a cable).
88 is basically the same as FIG. 88, but FIG.
(B) is the case of the displacement amplitude at the time of seismic isolation,
When the piston-like member 7-p is displaced during wind and seismic isolation,
The valve (weight 2
0, 20-b (or integrated with or weighted
The pressure applied to the valve 20-e)) in conjunction with
Exit, exit route 7-acj and weight 20, 20-
It is better to reverse the positional relationship with b, 20-e (weight is attached
When it is on the chamber 7-ab side, the liquid is stored on the liquid storage tank 7-ac side.
(When it is on the tank 7-ac side, on the accessory room 7-ab side). 8.0.1.4. Fixed pin type fixing device and connecting member valve type fixed
Comparison with FIG. 132 to FIG. 138 and FIG. 145
For example, FIGS. 132 to 138 show fixing pin type fixing devices (connections).
145 is a member type pin type (fixed pin).
It is a binding member valve type fixing device. Figure 132 (a) shows the seismic isolation
Piston consisting of members of structure 2 supporting the structure to be
Member 2-p is connected via a universal rotary contact 2-x
Installed on the structure 2 supporting the structure to be seismically isolated
Structure 1 to be seismically isolated and connected to support member 2-g
The insertion tube 1-a made of the member
And seismically isolated via universal rotary contact 1-x
It is connected to the support member 1-g installed on the structure 1.
FIG. 145 (a) shows that almost no liquid or gas leaks in the cylinder.
2 supporting the seismically isolated structure
The piston-like member 2-p made of
Supporting a seismically isolated structure via a rotating contact 2-x
Connected to the support member 2-g installed on the structure 2
And its insertion cylinder 1-
a is the support member 1-g and the universal rotary contact 1-x
Support member 1 installed on a structure 1 to be seismically isolated
-G. Further, the insertion cylinder 1-a
Opposite sides of the piston-shaped member 2-p (piston-shaped
The end at which the member slides and the end are connected to the tube 7-e (also the tube 1).
-A groove attached to -a).
As a valve (fixed valve) for fixing the fixing device G, an electric valve, an electric
Magnetic valve, mechanical valve, hydraulic / pneumatic (hydraulic / pneumatic) valve 7-ef
Will be installed. This valve 7-ef is equipped with an earthquake sensor (amplitude).
Wire 23, wire according to commands from
-Rope, cable, rod, etc. 8 or signal line 7
Linked via -ql and opened / closed by the command
(Common to the cylinder type and the delay unit described later,
Liquid volume in cylinder when piston-like member slides in cylinder
The problem with the difference depends on the accumulator provided or the tube
An air layer is provided inside, and it is eliminated by the elasticity of the air layer
Do). These are seismically isolated structure 1 and seismically isolated
A structure 2 supporting the structure, a piston-like member 1-p,
2-p and a fixing device comprising the insertion tubes 2-a, 1-a, etc.
Symmetrical type where the relationship with the position is switched left and right or up and down
132 (b), FIG. 145 (b), etc.
is there. 132 to 138 and FIG. 145
Also, piston-like members 2-p, 1-p and cylinders 1-a, 2-a
Despite the existence of such a member, in FIGS.
Part of the structure 1 to be isolated and the structure to be isolated
A part of the supporting structure 2 is inserted into each other
A machine that engages with these two just to fix them
Only the member 7 has the function. So that member 7
It becomes a fixed pin. Because, from the definition of fixed pin,
Supports structures to be isolated and their components and seismically isolated structures
To engage both the structure and its members
This is because the fixing member is a fixing pin. FIG.
Supports the seismically isolated structure 1 and the seismically isolated structure shown in (a).
When the piston 2 is fixed to the structure 2,
・ Pin of cylinder 1-a which slides almost without leaking gas etc.
Connect the ends of the sliding range of the stone member 2-p with each other.
Pipe 7-e (also a groove provided in the cylinder) or piston
Hole in the piston-like member 2-p (also the piston-like member 2-p)
p) (a hole or a groove is hereinafter referred to as a hole).
Valves provided, or both (no backflow allowed) 7-
This is performed by closing ef. This mechanism is of course
The same applies to 145 (b). FIG. 133, FIG.
4 shows changes in the pins and their insertion portions in FIGS. 132 (a) and 132 (b).
It is a shape. As the mechanism of the fixing device, FIGS.
9 corresponds to FIGS. 134 and 140, respectively.
You. 133 and 139 show the tip 7-w of the fixing pin 7, and
Of fixing pin 7 of piston-like member 2-p, 1-p 7
Shape where the part where -w abuts increases frictional resistance
Frictional locking device that is shaped and interlocked with each other
It is an example of the case of the position. FIG. 134 and FIG.
Has a mortar shape provided on the piston-like members 2-p and 1-p.
・ It is inserted into the concave insertion part 7-vm such as spherical,
When dealing with the later residual displacement (see 8.6 (1) (2)
)). FIG. 132 to FIG.
FIG. 138 shows an indirect connection of a fixing pin.
(Release) method, the vibration of the weight 20 of the earthquake sensor amplitude device
In this method, the lock member 11 is released depending on the width. here
132 to 138 are equipped with an after-mentioned earthquake sensor amplitude device
FIGS. 139 and 140 show the seismic sensors described later.
This is the case of the Sir equipped type. Normally, fixed pins
7 is a piston-like member 2-p, 1-p by a spring 9-c.
Is receiving force in the locking direction. During an earthquake, Figure 1
In the case of 32 to 138, it is linked with the earthquake sensor amplitude device.
8 by wire, rope, cable, rod, etc.
When the fixed pin 7 is released, the fixing device is released.
In the case of FIG. 139 and FIG. 140, the signal from the earthquake sensor
Therefore, in FIG. 139, the fixing device automatic control device (electromagnet) 2
When the fixing pin 7 is released by the operation of 2-a, FIG.
At 40, the lock member control device (motor) 46 operates.
Release the lock member 11 and release the fixing pin 7.
Then, the fixing device is released. FIG. 144 corresponds to FIG.
It has the same mechanism as the fixing mechanism of FIGS.
FIG. 4 shows the same mechanism as in FIG.
In some cases), provided on the piston-like members 1-p and 2-p.
A set of fixing pins (gears having the function) 7 is set on the rack 36-c.
So that it can be fixed by the lock member 11.
Normally, the lock member 11 is fixed by a spring 9-c.
The locking pin 7 receives a force in the locking direction. earthquake
Sometimes lock members are controlled by a signal from an earthquake sensor
Device (electromagnet) 45 or lock member control device (model
The lock member 11 is released by actuation of the
The fixing device is released when the rotation of the fixed pin 7 is released.
To support the seismically isolated structure 1 and the seismically isolated structure
This is a mechanism for releasing the fixing with the structure 2. 8.0.2. Classification 2 of fixing device (earthquake operation type and wind operation
Type) The fixing device has the following two types depending on the operation mode. Fixed
The device is normally fixed at all times and only during an earthquake.
Earthquakes that react in response to seismic forces, in the form of unlocking
Actuated (see 8.1) and fixed only in wind
Wind-operated type that operates in response to wind power (see 8.2.)
There is. 8.0.3. Actuator of fixing device Actuator of fixing device such as fixing pin
The generic name of the parts is "actuator of the fixing device" or "fixing pin
Etc.) are the seismic isolation structure and seismic isolation
Actuated to secure the structure that supports the structure
This is the part to do. The method of fixing is engagement resistance.
It is divided into two types, a combined solid resistance type and an engagement liquid resistance type. 1) Fixed pin type fixing device (fixed pin type and connecting member type)
In the case of a pin type) The working parts of these types of fixing devices are
The structure that supports the seismically isolated structure and the structure that
Both are fixed by solid resistance (solid friction / shear)
It is. Specifically, both are engaged by a fixing pin.
And fix both by solid resistance (solid friction / shear)
Things. In this case, the working part of the fixing device is a piston
It becomes a member or a fixing pin. 2) Connection member valve type fixing device (engagement liquid resistance type fixing device)
In these cases, the working parts of these types of fixing devices are
The liquid that engages with both the structure that supports the structure to be
Both are fixed by body / gas resistance (fluid friction / interruption)
Is what you do. Specifically, a cylinder and its
Engaged by a piston-like member that slides inside
Liquid due to piston-like member sliding in the cylinder
・ Squeeze holes (tubes, etc.) through which gas flows, etc. (friction of flow)
Liquid (gas, etc.) by closing the valve (interrupting the flow)
The two are fixed by resistance (fluid friction / interruption).
You. In this case, the working part of the fixing device may be a piston-like member or
Become a valve.
Included in). 8.0.4. Release / Fixing / Activation of Fixing Device Terminology will also be explained here. Release of the fixing device
Supports structures that are seismically isolated by
Release from the holding structure.
Fixing the device (also called setting the fixing device or locking the fixing device)
U) means that the structure is seismically isolated
Means to fix the structure that supports the structure
The operation of the fixing device means that the structure is seismically isolated by the fixing device.
Fixing and solution to the structure supporting the seismically isolated structure
Excluding both. 8.1. An earthquake-actuated fixing device according to claim 90, wherein the seismically-actuated fixing device is
In some cases, the structure supporting the seismically isolated structure and the seismically isolated structure
The structure is fixed to prevent wind sway, etc.
Structure that is seismically isolated and structure that is seismically isolated when motion is detected
Releases the structure from the supporting structure and activates the seismic isolation device
It is a fixing device of the type to be made. Earthquake-operated fixed
The device is a shear pin type fixed device that operates by the force of the seismic force itself.
Device (8.1.1.), Command of earthquake sensor at the time of earthquake
Or the vibration of the weight on the seismic sensor amplitude device.
Fixed device equipped with a moving earthquake sensor (amplitude) device (8.
1.2. ). About earthquake sensitivity, earthquake sensor
-The equipment type can cope with both earthquake acceleration and earthquake displacement,
The type equipped with an earthquake sensor amplitude device is mainly for earthquake displacement
is there. 8.1.1. Shearing pin type fixing device The shearing pin type fixing device according to claim 91 is as follows:
It is like. Structure that is isolated by the seismic isolation device
1 and a structure 2 supporting the structure to be seismically isolated,
Fixing pin 7 is attached to connect both,
Sometimes fixed pin 7 breaks due to seismic force exceeding a certain level
Cut off and seismically isolated structure 1 and seismically isolated structure
Is released from the structure 2 that supports the above. like this,
The fixing pin itself is broken or broken,
The fixing pin to be released is hereinafter referred to as "shear pin" or
Called "shear pin type fixing pin",
This type of fixing device is called a "shear pin type fixing device".
Huh. In addition, this shear pin type fixing device is operated only once.
Yes, so it will be a large earthquake-response type. 8.1.1.1. 130. FIG. 131 and FIG. 131 show a shear pin type according to claim 91.
1 shows one embodiment of a fixing device. Cut off fixing pin 7
It has a blade 16 for cutting. Fixing pin
7 and one of the blades 16 for cutting the fixing pin 7
However, the structure that is seismically isolated on the structure 1 that is seismically isolated
Attached to the body supporting structure 2. FIG. 130, FIG.
31, the blade 1 is attached to the structure 1 from which the fixing pin 7 is isolated.
6 is attached to the structure 2 supporting the structure to be seismically isolated.
If you are. Seismically isolated structure 1 and seismically isolated structure
When mounted on the structure 2 supporting the structure in reverse
There is also. In addition, the fixed pin 7 is cut from one side with a single
And a double-edged type that cuts from both sides of the fixed pin 7
Yes, Fig. 130 shows single-edged type, Fig. 131 shows double-edged type
Is shown. 8.1.1.2. Cutting space fixing device with play space installation type blade Also, 8.1.1.1. In the fixing device, the blade 16 and
Provide a certain amount of play between the fixing pin 7 and the blade 16
A mechanism that cuts the fixing pin 7 by accelerating
It is. Further, the blade 16 and the fixing pin 7 are
Between the blade 16 and the fixing pin 7 so that they do not come in contact with each other
It is also conceivable to insert the cushioning material 26 into the gap. Buffer
The material 26 includes cushioning material such as glass wool,
It is conceivable to use a material that gives sexual friction. 8.1.2. The seismic sensor (amplitude) device equipped with the earthquake sensor (amplitude) device according to claim 92.
The fixed fixtures are seismically isolated structures and seismically isolated structures
The structure that supports the wind is fixed to prevent wind sway, etc.
The earthquake sensor or earthquake sensor
It is equipped with a sir amplitude device. During an earthquake,
The fixed device is released by the function of the vibration sensor (amplitude) device.
Is excluded. In addition, the earthquake sensor amplitude device and the earthquake sensor
Is called “earthquake sensor (amplitude) device” below.
And (1) Earthquake sensor (amplitude) device The earthquake sensor (amplitude) device is an earthquake sensor or earthquake.
Divided into sensor amplitude devices, each as follows
It is. 1) Earthquake sensor amplitude device The earthquake sensor amplitude device includes gravity recovery type, spring recovery type,
There are three types of pendulum type. Seismic sensor amplitude device weight
However, it vibrates due to seismic force.
It looks like a vibrating state. Real vibration when approaching the resonance range
), Return to the original position by gravity or a spring. a) Gravity restoration type earthquake sensor amplitude device FIGS. 149 to 150 show that the earthquake sensor amplitude device
This is the case of the restoration type. Seismic isolation of earthquake sensor amplitude device 14
The plate 3 has a spherical surface or a concave sliding surface portion such as a mortar.
Weight 20 that vibrates during an earthquake (sliding part = slip / roll)
Glide) slides on that surface, and the shape of the seismic isolation plate causes
Return to the position. b) Spring restoration type earthquake sensor amplitude device FIGS. 151 to 152 show that the earthquake sensor amplitude device
This is the case of the restoration type. Seismic isolation of the amplitude sensor 15
The plate 3 has a flat sliding surface and vibrates during an earthquake.
The weight 20 (sliding part = sliding / rolling) slides on that surface.
Spring, rubber, connected to the periphery of the seismic isolation plate and the weight 20
Return to the original position by a magnet or the like. 149 to 15
0 and in FIGS. 151 to 152, the weight is hemispherical.
Or a cubic weight 20, but a spherical weight 20-
The use of b is also possible. Of course, other forms
I do not care. c) Pendulum-type earthquake sensor amplitude device FIGS. 157 to 158 show a pendulum-type earthquake sensor amplitude device.
This is the case for types. In case of earthquake, earthquake sensor amplitude device 13
The weight 20 of the pendulum that vibrates to the original position by gravity
You. The amplitude direction of the weight of the seismic sensor
Although it is desirable to have one-way, unidirectional (including round trip,
The same applies hereinafter). 2) Earthquake sensor The following are possible for the earthquake sensor device. a) Earthquake sensors such as electric vibrometers Electrodynamic type, piezoelectric type, variable resistance type (sliding resistance type, strain
Gauge type, etc., variable inductance type (gap change type conversion)
Element, differential transformer, etc.), servo acceleration type, etc.
Is an electric vibrometer of the type used for other seismometers
Is used as an earthquake sensor. b) Earthquake sensor by seismic power generation device 7.2. In case of seismic power generation device type earthquake sensor
It is. The earthquake sensor according to claim 93,
93. The ground device according to claim 92, wherein the fixing device includes a width device.
In the fixed device equipped with an earthquake sensor (amplitude) device,
If the sensor is 7.2. (Claim 88) Seismic power generation
This is the case of a device-type earthquake sensor. All earthquake sensors
Directional or unidirectional (including round-trip,
The same shall apply hereinafter). Install two or more in different directions.
Is desirable, but unidirectional (including round trip, the same applies hereinafter)
One may be sufficient. In addition, any of the seismic sensors
Width) The device is also fixed to the structure 2 supporting the structure to be seismically isolated.
It is better to be specified. (2) Release form of fixing device Fixing device is released by seismic force or earthquake sensor.
Or when an earthquake occurs with the earthquake sensor amplitude device.
The weight oscillates (the fixed point state is relative when viewed from the ground)
It looks like a vibrating state. Really oscillates when approaching the resonance range
Release) the operating part of the fixing device itself with its own power
Only the direct method and unlocking of the working part of the fixing device
(Release of the operating part of the fixing device itself is performed by gravity,
Indirect method (using seismic force). Said
As for the fixed pin type fixing device, the indirect method is fixed
This method releases the lock member that locks the pin.
The contact method is a method in which the fixing pin itself is moved and released.
You. 1) Indirect method (8.1.2.2/8.1.2.1.) In the case of a seismic sensor amplitude device,
Due to the vibration of the stationary weight during an earthquake,
Release only the lock. For earthquake sensors such as electric vibrometers
In such a case, receive commands such as electricity from the
Operation of the fixing device by the motor or electromagnet in the fixed device
Only unlock the part. Earthquake sensor by seismic power generation
In the case of
Activate the motor or electromagnet, etc.
Release only the lock. 8.1.2.2. Is the tool
This is a physical explanation, and 8.1.2.1. Also has a hanging material cutting type
Above is the indirect method, but it will be explained in a separate chapter. 2) Direct method (8.1.2.3.) In the case of a seismic sensor amplitude device,
The operating part of the fixing device itself due to the vibration of the weight
Cancel. For earthquake sensors such as electric vibrometers
Receives a command such as electricity from an earthquake sensor and
Actuator itself of fixing device by motor or electromagnet inside
Cancel. In the case of a seismic sensor by seismic power generation,
a) Fixing device in response to commands such as electricity from the earthquake sensor
Actuator itself of fixing device by motor or electromagnet inside
Or b) fixing device with electricity from seismic sensor
Activates the motor and electromagnet etc. in the inside, and the operating part of the fixing device
Release itself. (3) Restoration type of fixing device This fixing device equipped with this earthquake sensor (amplitude) device is fixed.
The classification based on the restoration of the device can be divided into the following three. 1) Manual restoration type (8.1.2.1./8.1.2.2.
1. ) After the earthquake, manually fix the fixing device again.
Equipped with an earthquake sensor amplitude device that needs to be
It is a mold fixing device. Hanging material cutting type (8.1.2.1.)
Lock release type (8.1.2.2.1.) And two types
I will To fix again after the fixing device is released
It is a simple type that does not have the above mechanism. Completely reused
The fixing device that can be used is the unlocking type, and the hanging material cutting type is
It is necessary to replace the hanging material. 2) Automatic restoration type (8.1.2.2.2.2.
8.1.2.2.3. After the end of an earthquake, the fixing device is automatically fixed
It is a fixed device equipped with a sir amplitude device. In case of electricity
(8.1.2.2.2.2) and the case of seismic force (8.
1.2.2.3. )). 3) Automatic control type (8.1.2.3.) Whether to release the fixing device during an earthquake or to fix it after an earthquake,
A fixed device equipped with a dynamic earthquake sensor amplitude device.
You. 8.1.2.1. Hanging material cutting type A hanging material cutting type earthquake sensor (amplitude) device
It is an invention of an equipment-type fixing device. 8.1.2. Earthquake Sen
A seismic sensor such as a circuit amplitude device or an electric vibrometer.
It is vibrated by the seismic force of this seismic sensor amplitude device.
Weight or a member linked to the weight, or an earthquake
Operation of a motor or electromagnet, etc.
A blade is attached to the member, and the seismically isolated structure and seismic isolation
Support pin to fix the structure that supports the
There is a suspended material that has a certain acceleration during an earthquake.
Above size, the vibration of the weight of the seismic sensor amplitude device
By increasing the width or finger of the seismic sensor
By the operation of the motor or electromagnet etc.
The blade hits the hanging material, cuts the hanging material, and further fixes the pin.
Spring, etc., or gravity, or the shape of the insertion part
(Such as a mortar type) fixed from the insertion part of the fixing pin
The pins are released, supporting the seismically isolated structure and the seismically isolated structure.
It is not configured so that it can be released from the structure
A seismic sensor (amplitude) equipped with a hanging material cutting type
This is a stationary equipment. (1) Type equipped with earthquake sensor amplitude device FIGS. 153 to 156, FIG. 159, and FIG.
Item 94, the suspension material cutting type earthquake sensor (vibration sensor).
Width) Equipment equipped type Fixed device earthquake sensor amplitude device equipped type
Is shown. Earthquake sensor amplitude device (pendulum
The amplitude of the mold 13, the gravity restoration type 14, and the spring restoration type 15)
Freed weight 20 (sliding part) or its weight 20
(Eg, FIG. 153, FIG. 1)
55, as shown in FIG.
Etc.) 17, or as shown in FIGS. 154, 156, 160
(Via release 8-r if necessary)
8) A blade 16 is attached to the rope, cable, rod, etc.
In front of it, there is a hanging material 12 supporting the fixing pin 7,
During an earthquake, the weight of the earthquake sensor amplitude device 20 (sliding part)
When the amplitude becomes larger than a certain value, the blade 16
The suspension member 12 hits the suspension member 12 and is cut. Do so
And a spring attached so that the fixing pin works in the direction to come off
(Elastic body such as spring or rubber or magnet) by 9-c
Mortar, etc.
By lifting according to the slope of the fixed pin insertion part,
The fixing pin 7 comes off from the fixing pin insertion portion 7-v,
Structure supporting seismic structure 1 and seismically isolated structure
2 is released. 8.1.2.2. Lock solution
As with the demolding, the earthquake sensor amplitude device (pendulum type 13,
Adjust the blade 16 on the gravity restoring type 14 and spring restoring type 15) side.
Adjustable or seismic sensor amplitude device and blade 1
6 (within release 8-r)
Adjust the length (whether loose or not) of the rope, cable, rod, etc.
The distance between the blade 16 and the suspending material 12
It can be changed freely, and the ground of the seismic sensor
To be able to change the seismic sensitivity freely,
By making the suspension length of the child adjustable, the fixing pin 7
The magnitude of the release seismic force can be freely changed.
153 to 154 show the gravity sensor
155 to 156 are spring restoring types, and FIGS.
160 is a pendulum type, hanging material cutting type earthquake sensor (oscillator).
(Width) shows an embodiment of a device-equipped fixing device. FIG.
3 and FIG. 155 show the seismic sensor amplitude device (gravity recovery).
The amplitude is automatically controlled by the seismic isolation plate 3 of the mold 14 and the spring restoration type 15).
The blade 16 is directly attached to the freed weight 20 or
The blade 16 is attached to the working part 20 (extrusion part, pulling part, etc.) 17 of 20.
FIGS. 154 and 156 show the case where an earthquake
Sensor amplitude device (gravity restoration type 14, spring restoration type 15)
The weight 20 (slippage) whose amplitude was made free by the seismic isolation plate 3
Part) and the blade 16 (via the release 8-r if necessary)
T) Connected to wire, rope, cable, rod, etc. 8
If you are. Fig. 159 shows the seismic sensor amplitude device
FIG. 160 shows a case where the blade 16 is attached to the pendulum 13.
Is that the pendulum and the blade 16 are (if necessary, the release 8-r
8) with wire, rope, cable, rod, etc.
This is the case when they are connected. In addition, the hanging material 12 of the fixing pin 7
Is on the side of the structure 1 to be isolated.
Is fixed to the structure 1 to be seismically isolated.
I have. Conversely, a structure in which the hanging member 12 of the fixing pin 7 is seismically isolated
If it comes out on the side of the structure 2 that supports
The mounting portion 12-f has a structure for supporting the structure to be seismically isolated.
It is fixed to the body 2. The fixing device G in the figure is
Structure 1 to be seized, Structure 2 to support the structure to be seismically isolated
May be mounted in reverse. Also earthquake
The sensor (amplitude) device is used to support the structure to be isolated.
It is better to be fixed to the structure 2. (2) Type equipped with earthquake sensor 1) General FIG.
Among the fixed devices equipped with a seismic sensor (amplitude) device,
1 shows an embodiment of a sensor-equipped fixing device. Earthquake
It is linked by the electric wire 23 transmitting the signal from the server device J-b.
The blade 16 is attached to the lock member control device 47,
Acceleration of earthquake due to hanging material 12 supporting fixed pin 7
When the degree, speed, or displacement exceeds a certain level,
Sensor device Jb senses this, and the lock member control device
47 operates and the blade 16 hits the hanging material 12, and the hanging material 12
Be cut off. Then, it works in the direction that the fixing pin comes off
Fixed with springs, rubber, magnets, etc. 9-c
The fixing pin 7 comes off from the pin insertion part 7-v and is seismically isolated.
Fixing of the structure 1 and the structure 2 supporting the seismically isolated structure
Is canceled. In addition, the hanging material 12 of the fixing pin 7 is seismically isolated.
If it is on the side of the structure 1 to be
The part 12-f is fixed to the structure 1 to be isolated. Reverse
In addition, the suspension member 12 of the fixing pin 7 supports the structure from which the seismic isolation is performed.
If it is on the side of the structural body 2,
12-f is fixed to the structure 2 supporting the structure to be seismically isolated.
Is defined. 8.1.2.2. Same as unlocked type
In addition, freely change the earthquake sensitivity of the earthquake sensor device J-b
The seismic force of fixing pin 7 release
The size can be freely changed. In addition, fixed figure
The device G supports the seismically isolated structure 1 and the seismically isolated structure.
In some cases, it may be installed in reverse to the structure 2
You. The seismic sensor device J-b is a seismically isolated structure
It is better to be fixed to the structure 2 that supports. 2) A type equipped with an earthquake sensor by seismic power generation.
(Amplitude) Among the device-equipped fixing devices, 7.1. Exemption of description
Seismic power plant by earthquake, or 7.2. The listed seismic power generation
Example of a fixing device operated by a device-type seismic sensor
Is shown. FIG. 190 shows an example of this, in which 7.1.1)
A pin-type seismic power generator is used. Lock section
The material control device 47 is described in 7.1.1) and 2).
And transmit a signal to a seismic power generator type earthquake sensor J-k
It is connected by an electric wire 23. This lock member control device
The blade 16 is attached to the holder 47, and the fixing pin 7 is supported at the tip thereof.
There is a hanging material 12. Seismic power plant type earthquake sensor during an earthquake
-J-k is activated and the generated power generates a lock member
The control device 47 is also operated so that the blade 16
The material 12 is cut. If you do, the fixing pin will come off
Springs, rubber, magnets, etc. attached to work
The fixing pin 7 comes off from the fixing pin insertion portion 7-v further, and
Structure supporting seismic structure 1 and seismically isolated structure
2 is released. In addition, the hanging material 12 of the fixing pin 7
Is on the side of the structure 1 to be isolated.
Is fixed to the structure 1 to be seismically isolated.
I have. Conversely, a structure in which the hanging member 12 of the fixing pin 7 is seismically isolated
If it comes out on the side of the structure 2 that supports
The mounting portion 12-f has a structure for supporting the structure to be seismically isolated.
It is fixed to the body 2. Earthquake power generation device type earthquake sensor J
-K can adjust the output setting for seismic force
As a result, the magnitude of the seismic
It can be changed for any reason. It should be noted that the fixing device G shown in FIG.
Structure 1 to be seismically isolated, structure to support the structure to be seismically isolated
It may be attached to the body 2 in reverse. Also,
Seismic sensor device by seismic power generation
It is better to be fixed to the supporting structure 2. 8.1.2.2. Indirect method (unlocked type) The indirect method is a fixed device equipped with an earthquake sensor (amplitude) device.
Do not release the working part of the fixing device directly.
Release the moving part indirectly, i.e.
This is a method to release the lock. The indirect method of the present invention includes: 1) a pin type of an indirect method of a fixed pin system (lock pin) 2) a valve type of an indirect method of a fixed pin system (lock valve) 3) an indirect method of a pin type of a connecting member system (with a fixed pin). Lock section
Material (lock pin, lock valve) 4) Indirect method of connecting member type valve (valve and lock member (lock
(Pins, lock valves)) (8.0.1.
Classification 1). Furthermore, the lock types are categorized as follows.
You. 1) Lock type For the above indirect method, lock the operating part of the fixing device.
(Hereinafter referred to as "locking member")
From the lock type, it can be divided into the following two types. a) Lock pin method (refer to 8.1.2.1.1)) FIGS. 149 to 150, FIGS. 151 to 152, and FIGS.
158, 163 to 181, FIG. 206, and FIG.
See FIG. 261, FIG. 194. b) Lock valve system (see 8.1.2.1.2)) See FIGS. 196 (a), (b) and FIG. 207. 2) Lock method Each of the above is divided into the following two from the lock method.
It is. a) Single-stage locking method FIGS. 149 to 150, FIGS. 151 to 152, and FIGS.
158, 163 to 181, FIG. 206, and FIG.
See FIG. b) Two or more locks (see 8.1.2.2.2.4)
See FIG. 194. 3) Number of locks Further, each of the above is based on the number of locks,
Divided into two. a) Single lock method FIGS. 149 to 150, FIGS. 151 to 152, and FIGS.
158, 163 to 181, 194 to 207,
See FIGS. 237-261. b) Double or more lock method (8.1.2.2.4.3)
See FIGS. 204 and 205. 8.1.2.2.1. Basic type Claims 95 to 96 are unlocked seismic cells.
It is an invention of a fixing device equipped with a sensor (amplitude) device. earthquake
At other times, the locking member that locks the operating part of the fixing device
By working, the fixing device is locked and seismically isolated
The structure to be supported and the structure to support the seismically isolated structure
In the fixing device that prevents the fixed wind sway, etc.
And a spring, rubber, magnet, etc.
Position, weight (slip) and return it to its home position and
Device consisting of seismic isolation plates such as spherical and mortar-shaped
Such as a device consisting of a member that supports
Seismic sensor amplitude device where this weight vibrates by force,
Or an earthquake sensor such as an electric vibrometer (earthquake sensor
Width device and seismic sensor to seismic sensor (amplitude) device
), And is connected to and interlocked with the lock member,
If the acceleration exceeds a certain level during an earthquake,
The amplitude of the weight of the seismic sensor
Become big, directly or interlocked with the weight
Modes activated by components or by seismic sensors
An actuating member such as a heater or an electromagnet
The lock member is released, and the seismic isolated structure is isolated
Structure so that the structure is released from the supporting structure.
An earthquake sensor (amplitude) device characterized by being formed
It is a stationary equipment type fixing device (claim 95). Also fixed
If the operating part of the device is a fixed pin,
Claim 96). One of the fixing pin insertion section and the fixing pin
A structure whose one is seismically isolated and a structure whose other is seismically isolated
Is installed on the supporting structure, and the seismically isolated structure is
Structure that supports the structure
Insert the fixing pin provided on the other side into the
And fix the pin to the pin except during an earthquake.
Locking device that works to prevent wind sway, etc.
, Seismic sensor amplitude device or electric vibrometer
It has a seismic sensor of
When the acceleration exceeds a certain level during an earthquake,
The amplitude of the weight of the vibration sensor amplitude device is larger than a certain value
Part that is directly or interlocked with the weight
Motor operated by material or by seismic sensor
-Or by using an operating member such as an electromagnet
Structures to be seismically isolated by releasing the lock members
It is configured to be released from the structure supporting the body.
Earthquake sensor (amplitude) device equipment characterized by
It is a fixed fixture. Above unlocked earthquake sensor
-(Amplitude) device-equipped fixing device, the locking member
Lock pin method because it can be divided into cupin and lock valve
And a lock valve system. 1) Lock pin method Item 97 is 8.1.2.2. Earthquake sensor
Width) The lock member of the device-equipped fixing device is a lock pin, etc.
The invention of the fixing device of the type (lock pin type)
You. Fig. 179 shows the type equipped with the earthquake sensor (amplitude) device.
This is an example of a type equipped with a seismic sensor amplitude device of a fixed device.
You. The fixed device equipped with the seismic sensor
A member 11 having a function of locking the fixed pin 7 (lock pin 7)
Lock valve, etc.).
Normally, the fixing pin 7 is inserted into the notch, groove,
Is plugged in. The above-mentioned seismic sensor or seismic sensor
The amplitude of the sensor is above a certain level during an earthquake
Then, release the lock of the fixing pin. This fixing pin comes off
Springs (springs, rubber, etc.)
Elastic or magnet), by gravity,
According to the gradient of the fixed pin insertion part such as a mortar according to the seismic amplitude
By lifting (FIG. 179), this fixing pin
This fixing pin comes off from the insertion part etc.
The structure that supports the structure to be seismically isolated is released
It is configured to be. Note that in FIG.
7-vm / v is inserted in the 7-v / v
(Fixed pin insertion part) or 7-vm (fixed pin rubbing)
(Inserted portion with a concave shape such as a bowl shape or a spherical shape)
(Common to all drawings from FIG. 1,
“/” Means “or”. "Also" means
Meaning "or" and "and"). FIG.
Is the seismic sensor of the fixed device equipped with its seismic sensor (amplitude).
This is an embodiment of a sensor device equipped type. 2) Lock valve method Claim 98 is based on 8.1.2.2. Earthquake sensor
Width) The lock member of the equipment-equipped fixing device is
It is an invention of a fixing device of a certain type (lock valve type).
8.1.2.2. Fixed type with earthquake sensor (amplitude) device
Liquid, gas, etc. in the cylinder
The operating part of a fixing device such as a piston-like member that slides
Opposite sides of the cylinder with the piston-like member
The end of the area where the tongue slides slides is a tube (or
(A groove attached to the cylinder 7-a),
Holes in the piston-like member or the piston-like member
An outlet is provided for the liquid or gas to be extruded out of the cylinder
And the piston-like part of this tube
A pipe (or groove) or piston connecting the opposite sides of the material
Extruded by a hole in the piston or by a piston
To the outlet where the liquid, gas, etc.
All of the lock valves that lock the operating parts of the fixing device
Lock member) is provided.
Fixed by opening and closing in conjunction with a sir (amplitude) device
An earthquake sensor characterized by locking the operating part of the device.
It is a fixed device equipped with a sir (amplitude) device. FIG.
8.1.2.2.3. The earthquake according to claim 101 of the present invention
Lock valve when combined with automatic reset by force
-Type earthquake sensor (amplitude) device-equipped fixed device earthquake
This is an embodiment in the case of a type equipped with a sensor amplitude device. Fixed equipment
The moving part of the device is a fixed pin or
This is the case of the pin-shaped member. The fixing pin support is
Consisting of a piston-like member that enters inside
It has a piston-like member that slides almost without leaking
The fixed pin is inserted into the cylinder,
The end is protruding, and the piston-like member of this cylinder is
Opposite sides sandwiched (the range in which the piston-like member slides)
Are connected by a pipe (also a groove provided in the cylinder 7-a).
Leaking or a hole in the piston-like member
Or the liquid or gas extruded by the piston-like member
Is there an exit from the inside of the cylinder?
And connect the opposite sides of the cylinder with the piston-like member
A pipe (also a groove), a hole in the piston
Is the liquid / gas extruded by the ston-shaped member in the cylinder?
To the exit or some or all of the exits
A lock valve (lock member) for locking the fixed pin is provided
ing. During an earthquake, the weight of the seismic sensor
When the amplitude of the pendulum exceeds a certain level, the weight
The lock valve is opened by the
Between the structure to be supported and the structure supporting the seismically isolated structure
Configuration is released. Specifically, based on the diagram
In other words, the liquid or air in the cylinder will not leak
A fixing pin 7 having a piston-like member 7-p
(Fixed pin mounting portion) 7-a
The fixing pin tip 7-w protrudes out of the
The opposite sides of the piston-shaped member 7-p of 7-a (pi-
The end of the range in which the ston-shaped member 7-p slides)
Connected by a pipe 7-e (also a groove provided in the cylinder 7-a).
You. A lock valve (lock member) is provided in the pipe 7-e (also a groove).
7-f is attached, and the piston-like member 7-p is pushed.
It opens when it is served. In addition,
Seismic sensor amplitude device (pendulum type 13, gravity restoration type 14,
It has a spring restoration type 15), and an earthquake sensor amplitude device or
Related members (wire, rope, cable,
Lock valve (lock) for the pipe 7-e (also groove).
Working part that opens 7-f (extrusion part, pulling part, etc.)
7-h. (A) The figure shows all of the seismic sensor amplitude devices.
In the case of the spring restoring type 15 using the resilient type weight 20, (b)
The figure below shows a concave dish such as a mortar and a spherical surface of an earthquake sensor amplitude device.
In the case of the gravity restoring type 14 using the upper sliding type weight 20,
(B) The upper figure in the figure is the mortar / spherical surface of the earthquake sensor amplitude device.
Rolling type weight (ball type) 20-b on a concave dish such as
This is the case of the gravity restoring type 14. In addition, the action part 7-h
Means an elastic body such as a spring or rubber or a magnet
Etc.) 7-i, lock valve (lock member) 7-f
Always keep it closed. In the event of an earthquake, an earthquake sensor
Amplitude device (pendulum type 13, gravity restoration type 14, spring restoration type
The weight of (15) vibrates and acts on the action portion 7-h (extrusion).
Then) the lock valve (lock member) 7-f is opened. Claim 1
The recessed fixing pin such as a mortar-shaped or spherical-shaped fixing pin of the invention of Item 01.
Of the seismic force
The fixing pin tip 7-w is inclined by a mortar-shaped insertion portion gradient.
And the entire seismic isolation device begins to move. vice versa,
At the end of the earthquake, 7-o springs and gravity (fixed pin 7
(When attached to the seismically isolated structure 1)
And the fixing pin tip 7-w follows the inclination of the mortar-shaped insertion portion.
While working in the protruding direction, and the lock valve (lock
Since the member 7-f also opens only in the protruding direction,
Stops at the bottom while following the slope of the pot-shaped insertion part, and is isolated
Is fixed. Lock valve (lock member)
Fixed during normal times (other than earthquakes) due to the 7-f character
The pin tip 7-w has only the direction to protrude downward,
It does not happen except during an earthquake. Inside the cylinder 7-a
7-o springs (elastic bodies such as springs and rubber or magnets)
And the gravitational force causes the piston-like member 7-p to be held.
Set the fixing pin 7 (locked / fixed)
It may also serve to push it out. The cylinder 7-a, and
And the pipe 7-e (also a groove) is filled with a liquid such as a lubricating oil.
In some cases. In FIG. 207, the fixing pin 7 is isolated.
The insertion portion 7-v of the fixing pin is seismically isolated in the structure 1 to be
It is attached to the structure 2 that supports the structure,
There may be a relationship. Insertion portion 7-v of fixing pin and fixing
Structure 1 in which one of fixed pins 7 is seismically isolated
And the other to the structure 2 supporting the seismically isolated structure
Provided. As for the upper part of the cylinder 7-a, 4.6.
Similar to the above, sometimes the clasp is simply fixed,
When the female screw is cut and the male screw 7-d is inserted
There is also. This male screw 7-d rotates in the entry direction
By tightening, the spring 7-o is compressed, and the spring
The repulsive force of the 7-o, such as magnets and magnets, is increased,
Has the function of strengthening the pushing force of the
To correct the residual displacement of seismically isolated structure A after an earthquake
Or make it possible. The seismic sensor amplitude
Examples of installation type and earthquake sensor type
I will explain. (1) Type equipped with earthquake sensor amplitude device Figures 149 to 152 and 157 to 158 show gravity recovery
Type, spring restoration type, pendulum type earthquake sensor amplitude device
3 shows an embodiment of a mold fixing device. For these fixing devices
Has a lock member 11 for locking the fixing pin 7,
Notch / groove / dent 7-c of the fixing pin 7
ing. Weight 20 whose amplitude was released by the earthquake
The amplitude of the (sliding part) increases and exceeds a certain level
And the weight 20 (sliding portion) or a portion linked thereto
Material acts in the direction to unlock the lock member 11
Then, from the notch / groove / dent 7-c of the fixing pin,
The lock member 11 of the fixed pin 7 comes off. Then, fixed
A spring or the like (spring
・ Elastic body such as rubber or magnet etc.)
Inserting fixed pins such as mortar by force and according to earthquake amplitude
The lifting of the fixing pin
Structure in which the fixing pin 7 is removed from the insertion portion 7-v and seismically isolated
1 and the structure 2 supporting the seismically isolated structure are fixed.
Is excluded. The lock member 11 is formed by a spring 9-c.
Is always pushed out in the direction opposite to the unlocking direction.
(Figs. 149-152, 157-158),
9-t pulls in the direction opposite to the unlocking direction
It is shaped like Further, the lock member 11
Being restrained vertically and not lifting
Mounted so that it slides only horizontally.
You. As a member interlocking with the weight 20 (sliding portion), FIG.
49, as shown in FIG. 151, the action portion (extrusion portion / tension portion)
Etc.) 17 or Lerry as shown in FIGS.
8-Wire, rope, cable, rod, etc. in r
There is. Also, as a member linked to the pendulum 13,
157, as shown in FIG. 157,
Etc.) or inside the release 8-r as shown in FIG.
8 such as wire, rope, cable and rod. What
163, FIG. 165, and FIG.
The lock member 11 on the fixed pin side can be adjusted
Or the seismic sensor amplitude devices 13, 14,
Fifteen locking members 11 and wires in the release 8-r
Length of connection with rope, cable, rod, etc. 8 (with slack
To adjust the earthquake sensor amplitude
The sensitivity of the devices 13, 14, 15 to the lock member 11 is automatically adjusted.
By being able to change
The adjustable length of the pendulum allows
You can change the magnitude of the seismic force at which
It is. In addition, earthquake sensor amplitude device and lock member 1
As a method of adjusting the interval with 1, in addition to the above method,
Working part (extrusion part / pulling part) of the earthquake sensor amplitude device
Etc.) There is also a method in which the protrusion of the tip of 17 can be adjusted. earthquake
149 to 150 are gravity restoration.
FIGS. 151 to 152 are spring restoring types, FIGS. 157 to 1
58 is a pendulum type, unlocked type earthquake sensor
(Width) is an embodiment of a device-equipped fixing device. FIG. 149, FIG.
151 is a gravity recovery type / spring recovery type earthquake sensor amplitude device.
Weights whose amplitudes have been set free by the seismic isolation plates 3 at the positions 14 and 15
20 (sliding part) or the end of its linked member (amplitude
The range where the weight 20 of time or its interlocking member hits
), There is a lock member 11 for locking the fixing pin 7
Is the case. FIGS. 150 and 152 show a gravity restoring type spring.
By seismic isolation plate 3 of restoration type earthquake sensor amplitude devices 14 and 15
The weight 20 (sliding part) whose amplitude has been released is interlocked.
A lock member 11 for locking the fixing pin 7 is provided at the end of the member.
There are cases. That is, the weight 20 (sliding portion) or its
And a locking portion for locking the fixing pin 7
The material 11 is connected to the wafer (via the release 8-r if necessary).
Connected by ear rope, cable, rod, etc. 8
If you are. Fig. 157 shows a pendulum type earthquake sensor
The weight 20 whose amplitude has been released by the amplitude device 13 or
Before the linked member (weight 20 or its weight at the time of amplitude)
(Within the range where the linked member of
This is a case where there is a lock member 11 to be locked. FIG.
The amplitude is automatically controlled by the pendulum-type earthquake sensor
A fixed pin is attached to the tip of the interlocked member of the
In this case, there is a lock member 11 for locking the lock member 7. Toes
Weight 20 or its interlocked member and fixing pin 7
The lock member 11 for locking the
Wire rope cable lock
This is the case where they are connected with each other by 8 or the like. FIG.
1 is a fixed pin in the above-mentioned earthquake sensor amplitude device 15.
7 enters, and the weight 20 of the earthquake sensor amplitude device 15 is simultaneously
In this case, the lock member 11 plays a role. Earthquake
Lock member 11 of sir amplitude device 15 vibrates during earthquake
From the notch / groove / dent 7-c of the fixing pin 7.
When the hook member 11 comes off, the spring, rubber, magnet, etc. become 9-c.
The fixing pin 7 is further lifted, and the fixing device is released.
It should be noted that the fixing device G shown in FIG.
To the structure 2 that supports the structure to be mounted
In some cases. Also, the earthquake sensor (amplitude) device is
Fixed to the structure 2 supporting the structure to be seismically isolated
Better. (2) Earthquake sensor-equipped type 1) General Fixed among automatic restoration type fixing devices with seismic sensor.
The return of the pin is an automatic restoration using seismic force.
You. (1) Instead of the earthquake sensor amplitude device,
The accuracy of the sensitivity when releasing the fixing device is
Can be raised. However, the return of the fixed pin requires only the seismic force.
It is a type that is performed using. Also, electrodynamic type, piezoelectric type, variable resistor
Resistance type (sliding resistance type, strain gauge type, etc.), variable in
Ductance type (gap change type conversion element, differential transformer
Etc.), servo acceleration type etc. or other seismometer etc.
An electric vibrometer of the type used is
Fixing devices equipped with the same are also conceivable. FIG. 161
Item 95 is an embodiment of the fixing device according to the invention described in Item 95.
Other than during an earthquake, especially during the wind,
Structure that supports the structure to prevent wind sway, etc.
An electric vibrometer of the above type was used for the fixing device to stop.
It is equipped with an earthquake sensor device. These fixed
The fixing device has a lock member 11 for locking the fixing pin 7.
Normally, the fixing pin 7 is inserted into the notch, groove,
Is plugged in. During an earthquake, the earthquake sensor device J-
b, a lock member interlocked with an electric wire 23 for transmitting a signal
The control device 47 releases the lock of the fixing device. One
In other words, the structure 1 that is seismically isolated except during an earthquake, especially during the wind
By fixing the structure 2 supporting the structure to be seismically isolated,
In the fixing device G for preventing shaking, etc., acceleration during an earthquake
Or, when the amplitude exceeds a certain level, the seismic sensor
The lock member control device which the position Jb senses and interlocks
47, this fixing pin is inserted from the insertion portion 7-v of this fixing pin.
Remove the fixed pin 7 and seismically isolated structure 1 and seismically isolated structure
By releasing the fixing with the structure 2 supporting the body,
Is done. Specifically, as shown in FIG.
Sensor device Jb for detecting the
There is a storage 47. Has earthquake acceleration, velocity, or displacement
When it exceeds a certain level, the earthquake sensor device J-b senses it.
The lock member control device 47
The lock member controller 47 locks the lock member 11
Acts in the direction to release the lock,
-The lock member 11 of the fixing pin 7 is formed from the groove / recess 7-c.
It is released. Then, it works in the direction that the fixing pin 7 comes off.
(Such as an elastic body such as a spring or rubber,
Is a magnet or the like) fixed from the insertion portion 7-v of the fixing pin by 9-c.
The fixed pin 7 comes off and the seismically isolated structure 1 and the seismically isolated structure
The fixing with the structure 2 supporting the body is released. Also,
The lock member 11 is unlocked by a spring 9-c.
9-t is always pushed in the opposite direction to the direction
Is always pulled in the direction opposite to the unlocking direction.
It is shaped like Further, the lock member 11 is vertically
It is restrained in the direction and is not lifted,
It is mounted to slide only in the horizontal direction. Earth
The sensitivity of the seismic sensor device Jb to the lock member 11
The seismic force of the release of the fixed pin 7 can be changed freely.
Can be freely changed in size. Note that the figure
The seismic isolator G moves the seismically isolated structure 1 and the seismically isolated structure
It may be attached to the supporting structure 2 in reverse.
is there. In addition, the seismic sensor (amplitude) device is
It is better to be fixed to the structure supporting the structure. FIG.
FIGS. 12 to 213 show an earthquake sensor according to claim 96.
Of the fixed pin type fixing devices
In the embodiment, the operation is performed by a signal from the earthquake sensor Jb.
This is the case of the electric type. This example is for mortar, spherical, etc.
The fixing pin 7 inserted into the concave insertion portion 7-vm is
Insert the lock member 11 in the direction to lock the fixing pin 7
This is a type in which the fixing device G is locked. This fixed
The mechanism for operating the device G includes a lock member control device (an electronic device).
Using a magnet) and a lock member automatic controller (
FIG. 212 shows the former method.
FIG. 213 is an example of the latter. Structure 1 to be seismically isolated
The fixing pin 7 of the fixing device G installed in the
Mortar-shaped and spherical-shaped provided on the structure 2 supporting the structure
Is inserted into the recessed insertion portion 7-vm such as
The lock member 11 is fixed by a fixing pin 9-c by a spring or the like.
7 is inserted into the notch / groove / recess 7-c provided in 7,
The fixing pin 7 is locked. Earthquake
When sensor J-b senses a certain level of seismic force,
3 transmits the signal to the lock member controller (electromagnet) 45
Or to the lock member automatic controller (motor) 46
Lock member control device (electromagnet) 45 or lock
The automatic member control device (motor) 46 operates and locks.
Move the member 11 in the direction to release the lock of the fixing pin 7
And remove the lock member 11 from the notch / groove / dent 7-c.
To unlock the fixing pin 7 and release the fixing device G.
To support the seismically isolated structure 1 and the seismically isolated structure
The structure 2 is released and the seismic sensor J-b
Lock member control device (electromagnet) when the end of the earthquake is detected
45 or lock member automatic control device (motor) 46
Stops operating, the lock member 11 returns to its original position, and the fixing pin 7 is
When the locking device is locked, the fixing device G is activated and the seismic device is isolated.
Fixing the structure 1 and the structure 2 supporting the seismically isolated structure
This is a mechanism for returning to a normal state. At this time
After Sir J-b senses the end of the earthquake,
A timer to activate the fixing device
In some cases. 2) Equipped with a seismic sensor using seismic power generation.
It is an invention of a fixing device for removing. This is 7. The listed earthquake
Using an electric motor or an electromagnet, etc.
Unlock the operating part of the fixing device.
The release of the part itself uses springs or seismic force)
And the direct method of releasing the actuation part of the fixing device itself (8.
1.2.3.2. (2)). Indirect method (tie to unlock the operating part of the fixing device)
The member (locking member) that locks the operating part of the fixing device is
Since it is divided into lock pin and lock valve, the following
The lock pin type and the lock valve type
You. a) Lock pin method Pull-out of fixing pin as shown in FIGS. 189 to 191
Lock pin (lock member) 1 for locking the insertion movement
Release of 1 (single-stage lock). You can see it in Figure 194
Such as a first lock pin (lock member) 7-1 and a second lock pin.
To release the lock pin (lock member) 7-n (two-stage lock)
According to b) Lock valve method Pulling out and inserting of the fixing pin as shown in Fig. 207
To release the lock valve (lock member) 7-f that locks the movement
According to Fixing pins as seen in FIGS. 196 (a) and (b)
Lock valve (lock part)
Material) by release of 7-ef. Note that the signal line 7-ql is
This is the signal line from the earthquake sensor. As seen above
Of the lock member (lock pin, lock valve) of the fixed pin
This is the case with elimination. 189 to 191 and FIG.
94, FIGS. 196 (a) and (b), and FIG.
A fixed pin type fixing device is used, but instead
It is also possible to use a material fixing device. Direct method (Tie that directly releases the operating part of the fixing device)
, 8.1.2.3.2. (See (2).) Pulling of the fixing pin itself as shown in FIGS.
When removing or inserting (8.1.2.3.3.2 (2)
See 2). Here, the indirect method (fixed
This is a case where the fixed pin is unlocked. FIG.
89 is an embodiment of the fixing device according to claim 99.
Is shown. This is a substitute for the earthquake sensor described in (2) 1) above.
7.1. Seismic power generation device with seismic isolation described, or
7.2. For using the described seismic power generation device type earthquake sensor
Power equipment is not required to operate the fixing device.
No. A locking member for locking the fixing pin 7 to the fixing device G
11 and notches / grooves / dents of the fixing pin 7 in normal times
7-c. During an earthquake, seismic power generator
Member control device 4 interlocked with the earthquake sensor Jk
7 unlocks the fixing device G. Earth during an earthquake
The seismic power generation device type earthquake sensor J-k is activated and the lock member
The control device 47 also operates in conjunction with the fixing pin insertion portion 7-v.
Remove the fixing pin 7 from the seismic isolation structure 1
Release from the structure 2 supporting the structure to be
It is composed of Specifically, FIG.
An earthquake that senses an earthquake and operates by seismic force to generate electricity
By the generator-type earthquake sensor J-k and the electric wire 23
There is a lock member controller 47 in communication therewith.
When the seismic force exceeds a certain level, an earthquake sensor
-The voltage generated by Jk is necessary to operate the device.
When the voltage exceeds the voltage, the lock member control device 47 also operates.
Acts in the direction to release the lock of the lock member 11,
From the notch / groove / dent 7-c of the fixing pin, the fixing pin 7
Is released. Then the fixing pin
A spring or the like (spring
Elastic material such as rubber or magnet) 9-c, and gravity
Mortar or other fixed pin insertion part
The fixed pin by lifting
Structure 1 to be seismically isolated when fixing pin 7 is removed from entrance 7-v
Release from the structure 2 supporting the seismically isolated structure
Is done. The lock member 11 is formed by a spring 9-c.
Is always pushed out in the direction opposite to the unlocking direction.
(Fig. 189), or the lock is released by 9-t such as a spring.
Direction that is always pulled in the opposite direction
You. Further, the lock member 11 is vertically restrained,
It does not lift and slides only horizontally.
It is installed so that Seismic power plant type seismic center
Can adjust the output setting for the seismic force of
By doing so, the seismic force of the release of the fixing pin 7 is large.
The size can be changed freely. Note that the fixed equipment
Supporting the structure G, seismically isolated structure 1 and seismically isolated structure
In some cases, the structure 2 may be mounted in reverse. Ma
In addition, the seismic sensor device is designed to support the seismically isolated structure.
It is better to be fixed to the structure 2. FIG. 212 to FIG. 213
Is a seismic power plant type earthquake sensor according to the invention of claim 99.
Fixed device equipped with earthquake sensor device equipped with a sensor
That is, this is an embodiment of the fixing pin type fixing device. This example is ground
It was inserted into a concave-shaped insertion portion 7-vm such as a bowl-shaped or spherical shape.
Lock the fixing pin 7 in the locking direction.
Type that inserts locking member 11 and locks fixing device G
It is. The mechanism for operating the fixing device G includes a lock.
Method of using member control device (electromagnet) and locking member
There is a method that uses an automatic control device (motor).
212 is the former example, and FIG. 213 is the latter example. Seismic isolation
Pin 7 of the fixing device G installed on the structure 1 to be fixed
Is provided on the structure 2 supporting the structure to be seismically isolated
Inserted into the concave insertion part 7-vm such as a mortar or spherical shape
Normally, the lock member 11 includes a spring 9-c.
As a result, the notch / groove / dent 7 provided in the fixing pin 7
-C and locks the fixing pin 7.
ing. When the seismic force exceeds a certain level, the
The voltage generated by the earthquake sensor J-k activates the device
If the voltage exceeds the voltage required for
Lock member control device (electromagnet) 45 or lock member
When the automatic control device (motor) 46 operates, the locking member
11 is moved in the direction to release the lock of the fixing pin 7,
Remove the lock member 11 from the notch / groove / dent 7-c.
To release the lock of the fixing pin 7 and release the fixing device G.
To support the seismically isolated structure 1 and the seismically isolated structure
Release the fixation with the structure 2 and the seismic force falls below a certain level,
The voltage generated by the earthquake sensor J-k
When the voltage falls below the voltage required to operate the
Material control device (electromagnet) 45 or lock member automatic control
The device (motor) 46 stops operating, and the lock member 11
The fixing device G is returned to the original position and the fixing pin 7 is locked,
Activated to support seismically isolated structure 1 and seismically isolated structure
This is a mechanism that fixes the structure 2 to be
You. At this time, the power is generated by the seismic power generator type seismic sensor J-k.
After a certain period of time after the voltage
A timer may be provided to activate the fixing device.
is there. 189 and FIGS. 212 to 213 described above.
Use a fixed pin type fixing device (pin type).
Instead of a fixed pin type fixing device (valve type),
It is also possible to use a fastening system. 8.1.2.2.2. Automatic restoration type by electricity etc. Claim 100, when the fixing device is released, the earthquake
Earthquake cell that automatically returns to the fixed state later by electricity etc.
Sensor (amplitude) device equipped type fixed device (unlocked type)
It is an invention. The present invention relates to 8.1.2.2.1. Earthquake
Fixed device with sensor (amplitude) device (unlocked type)
Fixed by installing a fixing device automatic restoration device
Automatic return of the working part of the fixing device to its original position after release of the device
Is made possible. That is, 8.1.2.2.
1. Earthquake sensor (amplitude) device-equipped fixed device
After the earthquake, the operation of the earthquake sensor amplitude device, or the earthquake sensor
The operating part of a fixing device such as a fixing pin
Fixing device that automatically returns the unit to its original position.
Things. This will fix the fixing pins etc. after the earthquake
Automatic resetting of the operating parts of the device and manual resetting
It is no longer necessary to troubleshoot one by one. Restoration
One-time only in response to a large earthquake by the invention of an easy fixing device
Seismic isolation device for small and medium earthquakes
Becomes As the configuration of the device, see 8.1.2.2.1. of
Fixed pin of fixed device equipped with earthquake sensor (amplitude) device
An automatic restoring device for the fixing device is installed in the operating part of the fixing device such as
It is a thing. Specifically, the operating part of the fixing device is
In the case of the fixing device, the fixing device
After the earthquake, the fixing device automatic restoration device 21
Move the fixed pin 7 to the position where the lock member 11 locks (engages).
It is automatically restored, and its position is completely fixed by the fixing pin 7.
It is installed at the position that comes when it is released. Below, the configuration
explain. (1) Equipped with an earthquake sensor amplitude device 1) Equipped with a gravity restoration type / spring restoration type earthquake sensor amplitude device
FIGS. 163 to 166 show gravity-restoring and spring-restoring seismic cells.
3 shows an embodiment of a fixing device equipped with a sensor amplitude device. a) Center contact type The above-mentioned gravity restoration type and spring restoration type earthquake sensor
The case is the seismic sensor amplitude device 14, 15 seismic isolation plate
The upper weight 20 (sliding part) and its (before and after the earthquake)
A) Contact points 23-c such as electricity are attached to both the stop position
Have been killed. After the earthquake, weight 20 (sliding part)
Staying at this stop position continuously, on the seismic isolation plate / weight 20
(Sliding part) Both electrical contacts 23-c continue to overlap,
In the case of electricity, etc., if the energized state continues,
The dynamic restoring device 21 operates to fix the fixing device automatic restoring device.
The action section (extrusion section, pulling section, etc.) 17 to the
The operating part 7 of the fixing device such as the fixed pin is
Push up (if is on top) and insert (fixing pin)
Press down (when the part is below) and the locking member 11
Automatically restores to the locked (engaged) position, and then fixed
The device automatic restoration device 21 itself returns to the original position.
(And again due to an earthquake etc., the contact 23-
Enter the power saving stop state until c overlaps and the switch is turned on.
). b) Peripheral contact type The above-mentioned gravity restoration type and spring restoration type earthquake sensor amplitude device 1
Weights 20 (sliding parts) on the seismic isolation plates 4 and 15 and the
Both before and after the earthquake)
A contact 23-c for electricity or the like is attached. Normally,
At this stop position, the weight 20 (sliding portion) stays,
23-c does not come in contact with and does not energize, and the fixing device automatic restoration device 2
1 does not work, so it is not
Does not work. Move from this stop position during an earthquake
And the contacts 23-c of both electricity and the like overlap and conduct electricity,
After the earthquake, the weight 20 (sliding part) returns to this stop position again.
In other words, when the power supply is stopped, the fixing device automatic restoring device 2
1. Fixing device by motor, spring, etc. in 1 or by gravity
Working part of the automatic restoration device 21 to the fixing device
17) is an operating portion 7 of a fixing device such as a fixing pin.
Push up (if the fixing pin insertion part is on the top)
Or push down (when the fixing pin insertion part is below)
And return to the position where the lock member 11 is locked (engaged).
And then the working part returns to its original position.
It is. FIGS. 163 to 164 show gravity recovery type earthquake cells.
In the case of the sensor amplitude device, FIGS.
It is an example in the case of the original type earthquake sensor amplitude device. Heavy
The seismic isolation plate 3 of the force restoration type earthquake sensor amplitude device 14
It has a directional spherical surface or mortar-shaped concave sliding surface.
Is one-way (including round trip, the same applies hereinafter)
E). Also has a flat sliding surface that is not concave
In the case of the seismic isolation plate 3, a spring restoring type spring (spring, rubber, etc.)
Elastic body or magnet etc.) 9 to restore the original position
In some cases. FIG. 163 and FIG.
(Gravity restoration type, spring restoration type)
Thus, before the weight 20 (sliding portion) whose amplitude has been released,
When the lock member 11 is provided, FIG. 164 and FIG.
Seismic sensor amplitude device (gravity restoration type, spring restoration type) 14,
The weight 20 whose amplitude has been set free by the 15 seismic isolation plates 3
(Sliding part) or part linked to weight 20 (sliding part)
The material and the lock member 11 are connected via the release 8-r,
Connected to wire, rope, cable, rod, etc. 8
Is the case. 163 to 166 show the center contact
Type. Peripheral contact type earthquake sensor
For details, see the seismic sensor
183 are shown in width devices 14 and 15, of which FIG.
FIG. 184 shows the case of the gravity restoring type, and FIGS.
An embodiment in the case of the restoration type is shown. 2) Type with pendulum-type earthquake sensor amplitude device Figures 167 to 168 show a pendulum-type earthquake sensor amplitude device.
1 shows an embodiment of the invention of an equipment-type fixing device. Pretend
The fixed device by the slave type earthquake sensor amplitude device 13
Fixing device automatic restoring device 21 is attached
It is. a) Center contact type In the case of the above-mentioned pendulum type earthquake sensor amplitude device,
Yes, pendulum of earthquake sensor amplitude device 13 and its stop
The contacts 23-c such as electricity are attached to both the
I have. After the earthquake, the pendulum continues to this stop position
And the contacts 23-c of both electricity etc. continue to overlap
In the case of electricity, electricity, etc., if the energized state continues,
The automatic restoring device 21 is activated, and the automatic restoring device is fixed.
Action part (extrusion part, pulling part, etc.) of fixing device 17
Moves the operating portion 7 of the fixing device such as the fixing pin to the
Push up (if the insert is on top) and (fixed pin)
Push down (if the insertion part of the
The material 11 is automatically restored to the locked (engaged) position,
Thereafter, the fixed device automatic restoration device 21 itself returns to the original position.
(And again the connection of electricity etc. due to earthquake etc.)
Until the point 23-c overlaps and the switch is turned on, power saving is stopped.
Enter the state). b) Peripheral contact type The pendulum of the earthquake sensor amplitude device 13 and its stop position
Electrical contacts 23-c are attached to both the outer peripheral part
Have been. Normally, the pendulum (weight
20) remains, the contacts 23-c do not come into contact with each other and do not conduct electricity,
The fixing device automatic restoring device 21 does not operate, so the fixing pin
Does not act on the operating part 7 of the fixing device. During an earthquake,
When the slider moves from this stop position, the connection of both
The points 23-c overlap and energize. After the earthquake, this stop position
The pendulum (weight 20) stays again and stops supplying power
And a motor and a spring in the fixing device automatic restoring device 21.
Etc. and fixation of the fixing device automatic restoration device 21 by gravity
Working part (extrusion part, pulling part, etc.) 17 to the device is fixed
The operating part 7 of the fixing device such as a pin is
Push up (if above) or insert locking pin
(When the part is at the bottom), the locking member 11 is
To the engagement (engagement) position, and then the working part itself
Is to return to the original position. Pendulum also in all directions
Although it is desirable to have one-way, unidirectional (including round trip,
Hereinafter the same). FIG. 167 shows the earthquake sensor.
When the lock member 11 is located at the tip of the pendulum of the amplitude device 13
FIG. 168 shows a pendulum or a part linked to the pendulum.
The material and the lock member 11 are connected to each other through the release 8-r.
Connected by ear rope, cable, rod, etc. 8
Is the case. 167 to 168 show a center contact type.
However, in detail of the peripheral contact type earthquake sensor amplitude device
This is shown in the seismic sensor amplitude device 13 in FIG. 188.
Have been. 163 to 168 have been described above.
Others, 8.1.2.2.1. Is the same as In addition, fixed
The device G supports the seismically isolated structure 1 and the seismically isolated structure.
163 to 168 with respect to the holding structure 2
It may be installed in the opposite way. With the above
And the lock member 11 is made of a spring or the like (elasticity such as a spring or rubber).
9-c Also by gravity, seismic sensor
-Always pushed to the amplitude device side
Therefore, it is pulled to the opposite side of the seismic sensor amplitude device.
It is shaped like Also, the lock member 11 is vertically
It is restrained and not lifted,
Slide in the horizontal direction only toward the sensor amplitude device
And the operating part 7 of the fixing device such as a fixing pin
When it comes up, it will automatically work with fixing devices such as fixing pins.
Notch / groove / dent 7-c for locking moving part 7
Fit in. In addition, 8.1.2.3. Earthquake sensor amplitude
The same applies to the equipment-equipped automatic control type fixing device.
Is the insertion portion of the fixing pin on the side opposite to the automatic restoration device 21.
The tip on the 7-v side has a pointed tip such as a cone.
Is desirable. This is the operating part 7 of the fixing device such as a fixing pin.
To return to the position where the lock member 11 locks (engages).
Is also necessary. The insertion portion 7-v is also provided with a fixing device such as a fixing pin.
Concave shape such as a mortar so that the operating part 7 can be easily inserted
It is preferably 7-vm. In addition, fixation of fixing pins
The tip of the insertion section 7-v side of the operating section of the
If the shape is sharp, the operating part 7 of the fixing device such as a fixing pin
However, due to residual displacement after the earthquake,
Even if it does not enter the insertion portion 7-v,
A structure that is seismically isolated by piercing the floor slab 1
It has the function of fixing the body 1. To do so, the fixing device
The motion restoring device 21 and the automatic control type fixing device 22 are also fixed.
The operation part 7 of the fixing device such as the fixed pin is completely inserted into the insertion part 7-v.
Play that can be stopped halfway without penetrating
Play) is required. In addition, 8.1.2.3. Earthquake center
In the automatic control type fixed device equipped with a sensor amplitude device,
Engraved insert 7-v, mortar-shaped, spherical, etc. concave
In addition to the form in which the fixing pin is inserted into the
An entrance 7-v is provided on the side of the floor slab 1 of the structure to be seismically isolated.
There is no through hole, simply the structure of the structure where the fixing pin 7 is seismically isolated
One that hits the floor slab 1 and is fixed by the friction
In that case, there is a residual displacement after the earthquake
Can also be fixed. FIG. 183 to FIG. 188 show the embodiment.
The tip of the fixing pin has the largest friction area.
Flattened and have a high coefficient of friction
It has a rough finish. In addition, the fixing device G is
Structure supporting seismic structure 1 and seismically isolated structure
In some cases, it can be installed in reverse to 2
The above is the opposite relationship. 163 to 168
And a fixing pin type fixing device is used as the fixing device.
However, it is also possible to use a connecting member system fixing device instead.
It is possible. (2) Earthquake sensor equipped type 1) General electrodynamic type, piezoelectric type, variable resistance type (sliding resistance type, strain
Gauge type, etc., variable inductance type (gap change type conversion)
Element, differential transformer, etc.), servo acceleration type, etc.
Is an electric vibrometer of the type used for other seismometers
Can be considered as a fixing device equipped as an earthquake sensor.
You. FIG. 169 shows the fixing device according to claim 100.
An example is shown. Earthquake sensor Jb
When an earthquake is detected, a signal 23
Activated lock member control device 47 operates to release the fixing pin.
Notch / groove / dent 7-c for locking always
Is a spring (elastic body such as spring or rubber or magnet)
By pressing c and 9-t, the fixing pin 7 is pressed in the locking direction.
Direction to remove the locked or pulled lock member 11
Act on (pull out). Then the fixing pin comes off
9-
The fixing pin 7 is removed from the fixing pin insertion portion 7-v by c.
To support the seismically isolated structure 1 and the seismically isolated structure
The fixing with the structure 2 is released. After the earthquake,
A certain time after the sensor device J-b detects the end of the earthquake,
The fixing device connected by the electric wire 23 for transmitting the signal
The dynamic restoring device 21 operates to fix the fixing device automatic restoring device.
The action section (extrusion section, pulling section, etc.) 17 to the
Acts on the fixed pin 7 (when the insertion part of the fixed pin is on the top
Push up and when the fixing pin insertion part is
Is pushed down), and the lock member 11 is locked (engaged).
Automatically restore to position. The lock member 11 is
Displacement is constrained, and the seismic sensor device Jb side direction
Is mounted so that it slides horizontally only to
When pin 7 returns to its original position, it automatically locks the fixed pin
Into the notch / groove / dent 7-c. That
Thereafter, the fixed device automatic restoration device 21 itself returns to the original position.
(And again the earthquake sensor device starts and ends the earthquake
Until the power is turned off.
). In addition, the fixing device G is connected to the seismically isolated structure 1
163 to 163 for the structure 2 supporting the structure to be
When mounted opposite to that shown in FIG. 169
There is also. In addition, 8.1.2.3. Earthquake sensor
Width) The same applies to the device-equipped automatic control type fixing device.
However, insertion of the fixing pin on the opposite side of the automatic restoration device 21
The tip on the part 7-v side has a pointed tip such as a cone.
It is desirable. This is because the locking member 11
It is also necessary to return to the locked (engaged) position. Insertion
The entry part 7-v is also ground so that the fixing pin 7 can be easily inserted.
It is desirably a concave shape 7-vm such as a pot shape. Also,
The tip of the fixed pin insertion section 7-v side is sharp, such as a cone.
Then, after the earthquake, the fixing pin 7
When it does not enter the insertion part 7-v of the structure 1 to be seismically isolated
Also pierce the floor slab 1 of the structure to be seismically isolated
It has a function of fixing the structure 1 to be hit and seismically isolated. So
In order to do this, the fixing device automatic restoration device 21 and the lock unit
Also in the material control device 47, the fixing pin 7 is completely inserted into the insertion portion 7-.
Play that can be stopped halfway without penetrating v
Play is necessary. In addition, 8.1.2.3. Earthquake
Automatic control type fixed device equipped with sensor (amplitude) device
Even, the insertion part 7-v with engraving, mortar shape, spherical shape, etc.
In addition to the form in which the fixing pin is inserted into the concave insertion portion 7-vm of
In addition, the insertion portion 7-v is provided on the side of the floor slab or the like 1 of the seismically isolated structure.
Does not have a through hole, and simply fixes the fixing pin 7
It hits the structural floor 1 etc. and is fixed by its frictional resistance
In this case, the residual deformation after the earthquake is better.
Even if there is a position, it can be fixed. In that case, the fixing pin 7
Tip 7-w is flat to maximize friction area
And the tip of the fixing pin 7-w, the seismically isolated structure
Where the fixing pin tip 7-w abuts on the floor slab 1 of
Alternatively, a member 7 for receiving a fixing pin installed in that portion
-Vn is a shape that increases the frictional resistance. FIG.
20 to 223 show examples thereof. Also in the same part
In some cases, a friction member 7-wm with large frictional resistance is installed.
You. In addition, the fixing device G is connected to the seismically isolated structure 1
To the structure 2 supporting the structure to be mounted
In some cases, the above may be reversed.
You. In FIG. 140, the fixing pin 7 is the piston-like member 1-
A concave shape such as a mortar shape and a spherical shape provided at p (2-p)
The fixing pin 7 is inserted into the insertion portion 7-vm, and
It can be fixed by the material 11
The lock member 11 locks the fixing pin 7 with a spring 9-c.
In the direction you want. The lock member 11 has a rack
36-c is engraved and combined with gear 36-d,
In the event of an earthquake, a lock member system is activated by a signal from the earthquake sensor.
The control device (motor) 46 operates to rotate the gear 36-d.
To release the lock member 11 and release the fixing pin 7.
As a result, the fixing device is released and the seismically isolated structure 1
Release from the structure 2 supporting the seismically isolated structure
It is a mechanism to do. FIG. 144 shows the piston-like member 1.
-P (2-p) fixed pin (of the rack 36-c)
And a lock member 11
It can be fixed more, usually in the lock member
11 is a direction in which the fixing pin 7 is locked by a spring 9-c.
Powered by. Signal from earthquake sensor during earthquake
As a result, the lock member control device (electromagnet) 45 operates
The lock member 11 is released, and the rotation of the fixing pin 7 is restrained.
Structure that is released when the fixing device is released and seismically isolated
Release the fixation between structure 1 and structure 2 supporting the seismically isolated structure
It is a mechanism to remove. Figure 138 shows the indirect earthquake
A sensor amplitude device equipped type that locks the fixed pin 7
The lock member 11 is released. Earthquake sensor amplitude
Wire rope cable that is linked to the amplitude of the device weight 20
The lock member 11 is released by the cable rod 8 or the like.
It is a method. In FIG. 169, it is fixed as a fixing device.
A pin-type fixing device is used, but instead a connecting member
It is also possible to use a system fixing device. 2) Type equipped with seismic sensor by seismic power generation 8.1.2.2.2. (2) 1) Type equipped with earthquake sensor
Instead of 7.1. Seismic power generator with
Or 7.2. Using the described seismic power plant type earthquake sensor
In some cases. In this case, when operating the fixing device,
No power equipment is needed to use the electricity generated by the body.
No. FIG. 169 shows a fixing device according to claim 100.
Is shown. Earthquake acceleration, speed, or
When the position exceeds a certain level, an earthquake sensor
-J-k is activated and linked with the generated power.
The lock member control device 47 operates to lock the fixing pin.
Notches / grooves / depressions 7-c for normal operation, such as springs
(Elastic body such as spring or rubber or magnet) 9-c, 9-t
Is pressed in the direction to lock the fixing pin 7
Acts in the direction to remove the tensioned lock member 11
(Pull out). Then, it works in the direction that the fixing pin comes off.
By 9-c such as spring, rubber, magnet, etc.
The fixing pin 7 comes off from the fixing pin insertion part 7-v,
Structure 1 supporting the structure to be seismically isolated and structure 2
Is released. After the earthquake,
After a certain period of time after the seismic sensor J-k stops operating,
Automatic restoration of the fixing device connected by the transmission wire 23
When the device 21 is activated, the fixing device of the fixing device automatic restoration device
The acting part (extrusion part, pulling part, etc.) 17 is fixed pin
Activate 7 (When the insertion part of the fixing pin is on the top,
Push up and when the fixing pin insertion part is
Is pushed down), and the lock member 11 is locked (engaged).
Automatically restore to position. The lock member 11 is
Displacement is constrained, and the seismic sensor device Jb side direction
Is mounted so that it slides horizontally only to
When pin 7 returns to its original position, it automatically locks the fixed pin
Into the notch / groove / dent 7-c. That
Thereafter, the fixed device automatic restoration device 21 itself returns to the original position.
(And the signal is input from the seismic power generator again, the switch
Until the power is turned off). The fixing device G
Supports the seismically isolated structure 1 and the seismically isolated structure
The structure 2 is shown in FIGS. 163 to 169.
It may be installed in the opposite way. In addition, 8.1.
2.3. Automatic control type equipped with earthquake sensor (amplitude) device
The same applies to the fixed device, but this automatic restoration device 2
The tip of the fixing pin on the insertion portion 7-v side opposite to 1 is a cone.
It is desirable that the shape or the like be sharp. This is fixed
Move the fixed pin 7 to the position where the lock member 11 locks (engages).
It is necessary to return. The insertion portion 7-v also has the fixing pin 7
In order to insert easily, a concave shape such as a mortar 7-vm
It is desirable to have. Also, the fixing pin insertion portion 7-v side
If the tip is a pointed shape such as a cone, the fixing pin 7
Insertion of seismically isolated structure 1 due to residual displacement after earthquake
Floor slabs of seismically isolated structures, even if they do not enter part 7-v
Structural body 1 that is seismically isolated and hits
It has a function to fix. To do this, use the automatic
The fixed pin is also connected to the base device 21 and the lock member control device 47.
Stop halfway even if the pin 7 does not completely penetrate the insertion portion 7-v
Play that can be done (play by stopping halfway) is necessary. Ma
8.1.2.3. Equipped with earthquake sensor (amplitude) device
In the automatic control type fixing device, the insertion part with
7-v, concave shape insertion part 7-vm such as mortar shape, spherical shape, etc.
In addition to the form in which the fixing pin is inserted, the insertion part 7-v is seismically isolated.
There is no through hole on the side of the slab 1 etc. of the structure to be
Then, the fixing pin 7 is pressed against the floor slab 1 of the
Or a form that is fixed by the frictional resistance,
In that case, it is possible to fix even if there is residual displacement after the earthquake
become. In that case, the tip 7-w of the fixing pin 7
Flatten to maximize area, and secure
End 7-w, fixed slab tip 1 on floor slab of structure to be seismically isolated
Installed at or where the end 7-w abuts
The member 7-vn that receives the fixed pin that is
The shape is such that FIG. 220 to FIG.
This is an example. A friction member with high friction resistance
7-wm may be installed. In addition, the fixing device G is
Structure supporting structure 1 to be isolated and structure to be isolated
In some cases, it may be attached to body 2 in reverse.
In this case, the above is the opposite relationship. In FIG.
Are fixed pin type fixing devices used as fixing devices.
However, it is possible to use a connecting member fixing device instead.
Noh. 8.1.2.2.3. Claims 101 to 102 are fixed pin type fixing devices.
If the fixing device is released, the earthquake
Automatic return to return to the fixed state automatically by seismic force later
It is the invention of the original fixing device. This is also used for the direct method.
Is available. The present invention relates to the fixing of a fixing pin type fixing device.
Insert the pin into the center of the mortar, spherical, etc.
To a concave shape 7-vm inclined to a concave shape
Automatically returns the fixing pin to its original position after releasing the fixing device.
It is possible to return home. This method is fixed pin type
All fixed devices (earthquake-operated fixing device, wind-operated fixing device
Etc.) is advantageous, but it is a labor-saving method
Indirect method (8.1.2.2, especially 8.1.2.2.2.1.
And 8.1.2.2.4. Or 8.2. Wind-operated fixed
In the case of equipment), it is extremely indispensable
This is advantageous. Claim 102 relates to 8.1.2.2.1.
And 8.1.2.2.4. (Claims 96 to 99)
Claims, Claims 103-106)
When used in a fixed device equipped with a sir (amplitude) device
belongs to. In addition, this device excludes the connecting member system
And, in both cases, the use of a pull-out prevention device (weight
(Except for seismically isolated structures that are physical)
is there. That is, depending on the amplitude of the earthquake, a concave
According to the shape of the shape insertion part 7-vm, the whole fixing device is
If it goes up, it will not fulfill the function of the fixing device
is there. In order to prevent this, use it together with the pull-out prevention device.
Becomes indispensable. Here, the pull-out prevention device is
2. Pull-out prevention device / sliding bearing, or other
Of the seismically isolated structure supports the seismically isolated structure
What kind of equipment can be used to prevent floating from the structure
May be something. The present invention relates to a fixing pin type fixing device.
Although it is a combination, it is divided as follows. a. Fixed pin system b. It is divided into two types, a pin type of connecting member system (inflexible member and flexible member). Both have an indirect method and a direct method.
You. In other words, 1) the fixed pin system direct method 2) the fixed pin system indirect pin type (lock pin) 3) the fixed pin system indirect valve type (lock valve) 4) the direct / indirect connection member system (4) Pin types are divided into four types (8.0.1.
1). Hereinafter, description will be made based on embodiments. 1) Direct method of fixed pin system FIG. 134 shows the direct method of fixed pin system in the present invention.
is there. 2) Pin type of fixed pin system indirect system (lock pin) FIG. 179 shows the fixed pin system of the indirect system of the present invention.
A pin type (lock pin), 8.1.2.2.1. Earthquake
Insertion part of fixing pin 7 of fixing device equipped with sensor amplitude device
7-vm is located at the center of the insertion
An embodiment in the case of forming a concave shape inclined to a concave shape is shown.
ing. In addition, the insertion part of the fixing pin is concave
As described above, after an earthquake, seismic force automatically returns to the original position.
This is because the fixed pin has a return restoration function. Follow
This concave shape allows the fixing pin to have the above function.
Shape that forms a slope from the center point to the outside
Anything is fine, mortar-shaped, spherical, trumpet
Fixing pin 7 such as mouth shape and polygonal shape
Lift up according to the inclination, remove from the insertion part, insert after the earthquake
What is the concave shape that returns to the original position of the part
It may be in shape. The fixing pin 7 for preventing wind
A lock member 11 for fixing the fixing pin 7 is inserted.
There are recesses, grooves, and depressions 7-c.
At all times, such as springs (elastic bodies such as springs and rubber or magnets) 9
-C It is also pushed by gravity to keep a certain position. Fixed
7 is naturally gravity or a spring or the like (an elastic body such as a spring or rubber).
Or a magnet) inserted into the insertion portion 7-vm by 7-o
(Also, the spring 7-o is a concave insertion portion 7 such as a mortar shape.
-With the fixing pin 7 inserted slowly into the vm
Do). Due to these facts, the weight of the seismic sensor
When the weight becomes vibrated during the earthquake, the weight
8 (or release 8-r)
The locking member 11 connected by the
7 comes off from the notch / groove / dent 7-c, and the fixing pin 7
However, due to seismic force, the concave insertion portion 7-vm such as a mortar
Moves in the release direction according to the gradient (lifts in the figure),
Is released. During the earthquake, the insertion part 7-vm
Due to the concave shape such as a mortar shape and the earthquake amplitude, the fixing pin 7
Is maintained (in the figure, lifted).
Also, by selecting the spring constant of the spring 7-o, the fixing pin
Reducing the speed of the descent of the 7 pulls in the fixed pin 7
More effective in maintaining the state. Earthquake end stage
On the floor, as the seismic force decreases, the fixed pin 7
For springs (elastic bodies such as springs and rubber or magnets) 7-o
Then, insertion into the insertion unit 7-vm starts. And a mortar
Reaching the bottom of the mortar, following the slope of the insert
When the lock member of this fixing pin is inserted
Lock member 11 fits into notch / groove / dent 7-c
That is, the fixing pin 7 is locked, and the seismically isolated structure 1 is
It is fixed to the structure 2 that supports the structure to be seismically isolated. So
As long as the seismic force does not work,
The fixed pin tip 7-w is operated by the interlocking lock member 11.
Keeps being locked, and the structure 1 that is isolated by the wind moves
Absent. 3) Fixed pin type indirect valve type (lock valve) FIGS. 278 to 286, 288 to 329, and 332
(A) and FIG. 332 (b) show a fixing pin according to the present invention.
It is an indirect type valve type (lock valve) of the system (8.1.2.
2.5. reference). 4) Direct / indirect pin type (fixed pin)
134) FIG. 134 shows an inflexible member type connecting portion according to the present invention.
138. Direct system of material system (see 8.0.1.4.), FIG. 138
The invention relates to the indirect method of the inflexible member type connecting member system in the present invention.
It is a formula (refer to 8.1.2.2.2). FIG. 182
In the present invention, the direct system of the flexible member type connecting member system is used.
(See 8.0.1.3.1). As in these figures
In the connection member system, the insertion portion of the fixing pin 7 is a piston.
It is provided in the shape members 2-p, 1-p, and 7-p. And
The insertion portion 7-vm has a concave shape such as a mortar shape or a spherical shape.
No. 8.1.2.2.4. Applied form The following invention is described in 8.1.2.2. The following indirect methods (lock
Release type) Used for all fixing devices equipped with an earthquake sensor
It can be used. Excluding 1), 8.2.1. Less than
Indirect method (lock release)
Type). 1) The locking member is a weight type of an earthquake sensor amplitude device. The following earthquake sensors
-The locking member of the fixed device equipped with the amplitude device is
-It is an invention of a fixing device which also serves as a weight of the amplitude device. Figure
181 is 8.1.2.2.3. Claim 101
When combined with the automatic restoration type by Ming seismic force,
104. A fixing device equipped with an earthquake sensor amplitude device according to claim 103.
This is an embodiment of the present invention. Fixed pin inside seismic sensor amplitude device
7 and the weight 20 of the seismic sensor
It plays the role of the lock member 11. Prevents wind sway, etc.
The lock pin 7 for fixing the fixing pin 7 is
Notch / groove / dent 7-c into which the locking member 11 is inserted
The lock member 11 always has a spring or the like (spring / rubber).
Elastic body or magnet, etc.) 9 Also pushed by gravity and fixed
181 (in FIG. 181, it is pushed only by the spring 9).
ing). Further, the lock member 11 itself is
The weight 20 vibrates during the earthquake of the sensor amplitude device. Solid
The fixed pin 7 is naturally gravity or a spring or the like (a spring or rubber
9-c inserted into the insertion part 7-vm
(In addition, the spring 9-c is inserted into a concave shape such as a mortar shape.
The degree to which the fixing pin 7 is slowly inserted into the part 7-vm
). With these things, the earthquake sensor amplitude device
15 lock members 11 vibrate during an earthquake and are fixed
Lock member 11 from notch / groove / depression 7-c of pin 7
Comes off. The fixing pin according to claim 101,
The insertion part of the mortar into a concave shape such as a mortar shape or a spherical shape.
The fixing pin 7 has a concave shape such as a mortar due to seismic force.
Moves in the release direction according to the gradient of the insertion portion 7-vm (in the figure,
Lifting) and the fixing device is released. During the earthquake,
Depending on the concave shape such as a mortar-shaped insertion portion 7-vm and the earthquake amplitude
As a result, the fixing pin 7 is retracted (lifted in the figure).
State is maintained. Selection of the spring constant of 9-c such as a spring
Therefore, lowering the speed at which the fixing pin 7 descends is fixed.
More effective in maintaining the retracted state of pin 7
I do. At the end of the earthquake, fixed
7 is gravity or a spring or the like (an elastic body such as a spring or rubber or
Magnet etc.) Began to be inserted into the insertion part 7-vm by 9-c
You. Then, while following the slope of the mortar-shaped insertion part,
When the bottom of the bowl is reached,
Insert the member) into the notch / groove / dent 7-c.
Lock member 11 is fitted, fixing pin 7 is locked, and seismic isolation
Structure 2 in which the structure 1 to be supported supports the structure to be seismically isolated
Fixed to And unless the seismic force works,
The fixing pin 7 is kept locked by the member 11,
Then the seismically isolated structure 1 does not move. This is also claimed in claim 1.
By adopting the invention of Item 01, pull-out prevention device and sliding bearing
It is necessary to use F together. Because the earthquake amplitude
Therefore, the concave insertion portion 7-vm such as a mortar-shaped
When the entire fixture is lifted, the function of the
It does not fulfill. To prevent it, pull out
It is indispensable to use it together with a protection device. 2) Two-stage or more locking system. ~ 8.1.
2.2.4. Type fixed equipment equipped with earthquake sensor (amplitude) device
Fixing device in which the locking member is a two-stage or more locking system
Invention. 8.1.2.2.1. ~ 8.1.2.
2.4. Type fixed device equipped with each earthquake sensor (amplitude) device
A first lock for locking the actuating part of the fixing device
A member, a second lock member for locking the lock member,
The lock members are provided in two or more stages as in
Connect the lock member to an earthquake sensor (amplitude) device and
By doing so, the above object is achieved. FIG.
4 is 8.1.2.2.3. The invention of claim 101
When the automatic restoration type by seismic force is combined,
The earthquake sensor (amplitude) device of the invention according to claim 104 is provided.
It is an Example of a molding device. In this case, the operation of the fixing device
The part is a fixing pin. The fixing pin has a first locking member.
There is a notch / groove / dent 7-k with which the 7-1 is engaged,
The first lock member 7-1 further includes a second lock
There is a notch / groove / dent 7-m with which the member 7-n is engaged.
And so on, the first locking member has a second locking portion.
The member 7-n is connected to the second lock member 7-n by a third lock portion.
So that the next lock member is
A second locking member configured to be engaged.
Up to the second) locking member and seismic sensor (vibration
Width) Earthquake characterized by being connected to and cooperating with equipment
It is a fixed device equipped with a sensor (amplitude) device. The figure
In 194, a spring restoration type earthquake sensor (amplitude) device
15, but instead a gravity-recovery type 14
Alternatively, a pendulum type 13 can be used. Specifically
Explaining, the fixing pin 7 has a first lock member 7-1.
There is a notch / groove / dent 7-k into which
The first lock member 7-1 is always provided with a spring or the like (spring / rubber).
9-c or pressed by gravity
(In FIG. 194, only the spring 9-c is pressed.
). The first lock member 7-1 also has a notch / groove /
There is a depression 7-m, in which the second lock member 7-n is different.
The second lock member 7-n is also always
c Also pressed by gravity. And this second lock part
The material 7-n can be connected directly or with a wire rope cable
8 connected to the above seismic sensor amplitude device
Have been. During an earthquake, the weight of the earthquake sensor amplitude device
Vibrated and connected wire rope cable lock
And the like, the second lock member 7-n is pulled by
The first lock member 7-1 is unlocked, thereby
1 lock member 7-1 is notch / groove / recess of fixing pin 7
Deviates from only 7-k. The invention of claim 101
The fixing pin insertion part has a concave shape such as a mortar shape, spherical shape, etc.
In this case, the fixing pin 7 is slid by the seismic force.
In the release direction according to the gradient of the concave insertion portion 7-vm such as a pot
It moves (lifts up in the figure) and the fixing device is released. Earth
During the quake, the concave shape such as a mortar-shaped
Depending on the vibration amplitude, the fixed pin 7 was retracted (in the figure,
(Up) state is maintained. Also, a 7-o
Slow down the fixed pin 7 by selecting the constant
It is important to keep the fixed pin 7 retracted.
Demonstrate the effect. At the end of the earthquake,
Accordingly, the fixing pin 7 is provided with a gravitational force or a spring (such as a spring or rubber).
(Elastic body or magnet) Inserted into the insertion part 7-vm by 7-o
Start to be entered. And according to the slope of the mortar-shaped insertion part
While reaching the bottom of the insertion portion 7-vm, the first
The fixing pin 7 is locked by the lock member 7-1, and
The structure A to be shaken is also fixed. Is the seismic force working?
As long as the fixing pin 7 is fixed by the first lock member 7-1,
Structure A, which continues to be locked and is isolated from the wind
Does not move. FIG. 194 shows the invention according to claim 106.
Of, the delay unit is combined. Liquid, air, etc. in the cylinder
With a piston-like member 7-p that slides without leaking
The fixing pin 7 is inserted into the cylinder (fixing pin mounting portion) 7-a.
The fixed pin tip 7-w protrudes out of the cylinder 7-a
And further sandwiches the piston-shaped member 7-p of the cylinder 7-a.
Opposite sides (the range in which the piston 7-p slides).
The end and end of the enclosure are attached to the tube 7-e (also to the tube 7-a)
(Grooves). Upper and lower parts of piston 7-p
Liquid and air, etc., pass through this tube 7-e (also a groove).
Come. And this pipe is attached to the piston-like member 7-p.
7-e (also groove) larger or smaller than the opening area
There is a hole 7-j, a pipe 7-e (also a groove) or a piston-like part
The valve 7-f is located at the larger hole of the material hole 7-j. This valve
7-f, when the piston-like member 7-p is retracted,
Mounted to open, this valve 7-f does not allow backflow.
(Specifically, the pipe 7-p is
There is a hole 7-j that is larger than the opening area of e (also groove),
There is a valve 7-f in the hole. This valve 7-f has a piston shape
When the member 7-p is retracted, it is attached to open.
You. Or, the opening area of the pipe 7-e (also a groove) and the hole 7-j.
May be the opposite. That is, this tube 7-e
There is a hole 7-j smaller than the opening area of the
There is a valve 7-f in the tube 7-e (also groove). This valve 7
-F is opened when the piston-like member 7-p is retracted.
Attached Due to the nature of the valve 7-f, the movement of the fixed pin tip 7-w is
In the direction going into the cylinder 7-a, it is quick, and in the direction going out,
Be delayed. As a result, the fixed pin tip 7-w
When force is applied, it immediately enters the cylinder 7-a and enters
After a while (for example, the time when seismic force is working)
It becomes hard to come out. A spring or the like (spring / rubber) is placed in the cylinder 7-a.
Elastic material or magnet, etc.) and 7-o
And set a fixed pin 7 having a piston-like member 7-p
(= Locking / fixing) in some cases.
However, in FIG. 194, the piston-like member 7-p
A spring, rubber, or magnet attached to a position opposite to that of the spring 7-o
Set the piston-like member 7-p with (e.g., tension spring)
Force may be applied in the direction of locking or fixing). Also,
The cylinder 7-a and the pipe 7-e (and the groove) are liquids such as lubricating oil.
It may be full of body. In FIG. 194, the fixed
In the structure 1 from which the pin 7 is isolated, a fixing pin insertion portion 7-v
m is attached to the structure 2 supporting the structure to be seismically isolated.
, But sometimes the opposite is true. In other words, the fixed pin
Either the insertion portion 7-vm or the fixing pin 7
Structure 1 is seismically isolated and structure is seismically isolated
Is provided on the structure 2 that supports. Also, on the cylinder 7-a
4.6. Just like the clasp is fixed
In some cases, the female screw is cut and the male screw 7-d
May have been inserted. This male screw 7-d is
By rotating and tightening in the insertion direction, 7-o
To increase the repulsion of the spring 7-o,
It has a function to increase the pushing force of the end 7-w, and high restoring force
Correction of residual displacement of seismically isolated structure A after earthquake or earthquake
Or make it possible. The pipe 7-e (also a groove) and the hole 7
-J, by attaching a valve, in the case of strong wind, manual
Forcible fixation is also possible. In FIG.
Fixed pin system fixing device (lock pin type)
Used and shows the locking method of two or more fixed pins
However, instead of this, a fixing pin system fixing device (lock valve type),
Use connecting member system fixing device (pin type, valve type)
It is also possible to provide two or more lock members on the operating part of the
It is possible. 3) Double or more locking method Item 105 is 8.1.2.2.1. ~ 8.1.
2.2.4. Type fixed equipment equipped with earthquake sensor (amplitude) device
Equipped with multiple earthquake sensor (amplitude) devices
And multiple (or the same number) lock members linked to it
It is an invention of a fixing device having the following. 8.1.2.2.1.
-8.1.2.2.4. Each earthquake sensor (amplitude) device
Lock the operating part of the fixing device in
Two or more lock members, and
The material is connected to an earthquake sensor (amplitude) device and linked
By doing so, the above object is achieved. FIG.
4 is 8.1.2.2.3. The invention of claim 101
When the automatic restoration type by seismic force is combined,
An earthquake sensor (amplitude) device equipped with the invention according to claim 105.
It is an example in the case of a mold fixing device. In this case,
The working part of the device is a fixing pin. Specifically, the fixing pin 7
The lock member 11 for fixing the fixing pin 7 is inserted into
There are multiple notches / grooves / cavities 7-c
The same number of lock members 11 are provided. Communicating
Movement to pull out this lock member 11 Earthquake sensor amplitude
A plurality of devices are also installed. When an earthquake occurs,
The sensor amplitude device is activated and the interlocking lock member 11 is missing.
Detachment from groove / groove / dent 7-c
Only when all the lock members 11 come off at the same time,
The fixed pin tip 7-w enters the cylinder 7-a, and the entire seismic isolation device
Becomes movable. Thanks to this double or more locking system
Locking of the fixed pin compared to a single lock member
Safety, and at the same time,
The lock member 11 of the fixing pin 7 is inserted
Notches / grooves / dents 7-c can be made shallower,
The operating sensitivity of the fixed device can be increased. In addition, to the fixing pin
Has multiple locking members that lock the fixing pin
Each of these lock members is a seismic sensor (amplitude)
Connected to the device and linked with the following two cases
Divided into a) A single earthquake sensor in which a plurality of lock members are common
(Amplitude) When connected to and interlocked with the device, b) a plurality of locking members, each corresponding to a corresponding earthquake sensor
-(Amplitude) device and connected with it. The plurality of lock members correspond to the corresponding earthquake sensors.
-(Amplitude) connected to the device and linked
Physically, an earthquake sensor amplitude device and linked to it
A plurality of lock members 11 are provided, and a fixing pin
7 is provided with a lock member 11 for fixing the fixing pin 7.
Notches / grooves / dents 7-c to be cut are similarly placed at a plurality of locations.
is there. These multiple seismic sensor amplitude devices during an earthquake
Operate independently, and each seismic sensor amplitude device
The interlocking lock member 11 is provided with a corresponding notch, groove,
Deviates from 7-c only. Here, the plurality of lock members 1
Only when all 1 have come off at the same time,
-W enters the cylinder 7-a, and the entire seismic isolation device becomes movable.
You. From this, the double or more lock method is
The number of lock members corresponds to the corresponding seismic sensor
Width) Means when the device is connected. I mean,
Locking of the fixing pins is more secure, and at the same time
Since the sensitivity of the locking member can be set sensitively,
Notch / groove / dent 7-c into which the locking member 11 is inserted
Can increase the operating sensitivity of the fixing device during an earthquake.
Because. FIG. 205 is the same as the above (8.1.2.
2.3. The invention according to claim 101, wherein the automatic by seismic force
105. The invention of claim 105 (when combined with the restoration type).
In the fixed device equipped with the earthquake sensor (amplitude) device of
The invention according to claim 106 is provided with a delay device, and claim 11 is provided.
This is an embodiment of the case with the amplifier described in Item 7. This fixed
The device G includes a lock member 11 for fixing the fixing pin 7 and a lock member 11.
Notch / groove of fixing pin 7 into which locking member 11 is inserted.
Earthquake sensor linked to depression 7-c and lock member 11
-Equipped with two sets of amplitude devices Ja each,
It is an integral type. Note that FIG. 204 and FIG.
Describes the pendulum type earthquake sensor (amplitude) device 13
But instead a gravity-restoring 14 or spring
The restoration type 15 can also be used. Earthquake sensor amplitude
The weight 20 of the device Ja is suspended by the suspension 20-s,
Supported at fulcrums 20-h)
It is a pendulum that can vibrate, and this fulcrum 20-h
It is supported by the support 20-i (concave, spherical, etc.).
Is held. The weight of the weight 20 and the maximum amplitude will be described later.
It is determined in consideration of the amplification factor of the amplifier to be described.
The length of -s is 8.1.1.2.4.3. It will be described later in (1)
It is set in relation to the natural period of the ground. Also
The maximum amplitude of the weight 20 can be adjusted by the cushioning material 26.
You. In the suspension 20-s of the earthquake sensor amplitude device Ja,
A rod or the like 8-d for transmitting tensile force to the lock member
Connected, and the connection is constrained vertically.
However, the rotation around the suspension member 20-s is free.
Depends on z. 8-d is flexible in the middle
A joint 8-j is installed to reduce the vibration of the weight 20 during an earthquake.
Even in one direction, the tensile force in one direction (and compression
Force). Also, earthquake
An amplifier is provided between the sir amplitude device Ja and the lock member 11.
Is installed and the rod from the earthquake sensor amplitude device Ja
8-d is connected to the power point 36-1 of the lever 36-b of this amplifier.
Has been continued. This connection transmits only the tensile force,
It has a shape that can release the compressive force. In this example,
The end 8-e of the rod 8-d is inserted into the long hole 36-z.
Is a hole 3 that has a shape that can transmit the tensile force and is long
Involved to move freely in the 6-z range,
When the weight 20 of the sir amplitude device Ja is at rest,
8-e is the seismic sensor amplitude of the horizontally elongated hole 36-z
It is located at the end closer to the device Ja.
At this time, the horizontal size of the horizontally elongated hole 36-z
Must be greater than the maximum amplitude of the weight 20. This
The mechanism described below allows the locking member to be
Only will be transmitted. Lever 36-b of this amplifier
Represents the displacement at the force point 36-l (acting from the fulcrum 36-h).
Distance from point 36-j) / (support point 36-h to point 36-j)
The distance at the point of action 36-j
Therefore, the displacement at the joint 8-z on the suspension member 20-s is twice this value.
The displacement multiplied by the rate is the displacement transmitted to the lock member 11 and
Become. However, the tensile force due to the weight 20 is divided by this magnification.
The transmitted value is transmitted to the lock member, and as described above,
It is necessary to increase the weight of the weight 20. Fixing pin 7
The lock member 11 for locking the spring is a spring or the like (such as a spring or rubber).
The fixing pin 7 is locked by an elastic body or a magnet 9-c.
The fixing pin 7 is notched.
groove. It is inserted into the recess 7-c. Amplifier during an earthquake
From the point of action 36-1 of the lever 36-b to the lock member 11
The tensile force transmitted by the connected rod etc. 8-d is:
Insert the lock member 11 into the notch / groove / dent 7-
Pull out from c. At this time, the two lock members 11
Sometimes unlocked when unlocked
It is. At the time of the earthquake, the tip 7-w of the fixing pin 7 is shaped like a mortar.
・ Fixed from the slope of the insertion portion 7-vm of concave shape such as spherical shape
Force is applied in the direction of being pushed down into the cylinder 7-a of the pin mounting part.
receive. At this time, the lock of the fixing pin 7 is released.
Then, the tip 7-w of the fixing pin 7 is pushed into the cylinder 7-a.
It is lowered and the whole seismic isolation device becomes movable. Also this
The fixing device G has a delay described in 8.1.2.2.4.4).
Equipped with a vessel. The fixing pin 7 is used for liquid, air, etc. in the cylinder.
The piston-like member 7-p that slides without leaking
Hold it in the cylinder 7-a of the fixed pin mounting part,
Opposite sides of the piston-shaped member 7-p (piston-shaped
The end of the range in which the member 7-p slides) is the tube 7-e
(Also, a groove provided in the cylinder 7-a). Pis
The liquid or air between the upper and lower parts of the ton-shaped member 7-p
7-e (also groove). (Cylinder 7-a, and
And the pipe 7-e (also a groove) is filled with a liquid such as a lubricating oil.
In some cases. ) The piston-like member 7-p has
A hole 7-j larger than the opening area of the tube 7-e (and the groove)
There are valves 7-f, 7-fb attached to it. This valve 7
-F, 7-fb, the piston-like member 7-p is retracted
When opened, it is attached to open and does not allow reflux. This
Of the fixed pin 7-f by the function of the valves 7-f and 7-fb
The movement of w is rapid in the direction into the cylinder 7-a,
It is delayed in the exit direction. Thereby, the fixing pin tip 7
-W immediately enters the cylinder 7-a when seismic force acts,
After a while (for example, the seismic force is working
Time) is hard to come out. After the earthquake, fixed
(E.g., an elastic body such as a spring or rubber) in the cylinder 7-a of the
Or a magnet or the like) 9-c to fix the fixing pin 7 and the piston.
The shaped member 7-p is pushed out of the cylinder 7-a in a direction to come off, and is fixed.
The tip 7-w of the fixed pin 7 has a concave shape such as a mortar shape or a spherical shape.
Two locking members inserted into the insertion portion 7-vm
11 is a notch / groove / dent 7- of each fixing pin 7
c, the fixing device G is set and seismically isolated
The structure 1 and the structure 2 supporting the seismically isolated structure are related.
Are combined. In FIG. 205, the insertion portion 7-vm of the fixing pin is
A structure in which the fixing pin 7 is seismically isolated from the structure 1 to be seismically isolated
Are respectively attached to the structures 2 that support
In some cases, the relationship is reversed. The fixing pin insertion portion 7-vm and
A structure in which one of the fixing pins 7 is seismically isolated
1 is a structure supporting the seismically isolated structure 2
Is provided. Also, put a hand on the delay tube 7-e (also groove).
Valve 7-mf is installed and closed manually.
By doing so, the fixing pin 7 and the piston-like member 7-p are
Movement is constrained and can be manually forcibly fixed in strong winds
It is. In this embodiment, the locking pin is double or more locking type.
, The piston of the operating part of the connecting member valve type fixing device
It is also possible to provide two or more lock members on the ton-shaped member
It is. In addition, double or more lock by lock valve, lock
Double or more locking by pin and lock valve is also possible. 4) With a delay unit. ~ 8.1.2.
2.4. (Especially 8.1.2.2.3) earthquake sensors
-(Amplitude) seismic isolation at the time of an earthquake with a fixed device equipped with a device
To keep the release of the fixation device effective,
The return of the actuating part of the locking device to the locking position
A delay device is provided so that when the operating part of the fixing device is released,
Slowly, when returning to the fixed state, it will be done slowly
It is to be. 8.1.2.2.1. ~ 8.1.
2.2.4. Fixed type equipped with each earthquake sensor (amplitude) device
In the device, 8.5. Delayer (hydraulic pneumatic cylinder
Type, mechanical type, friction type, route detour type, etc.)
Noh. Taking the hydraulic / pneumatic cylinder type as an example,
become. Sliding in the cylinder without leaking liquid or gas
In the working part of the fixing device such as a piston-like member
Liquid connecting the opposite sides of the cylinder, with the piston-like member in between
・ At least two paths for gas etc. are provided.
Gives the difference in the opening area, and the large
When the piston-like member is pulled into the cylinder
The valve has a valve that is open and closed otherwise.
A valve is not required if the mouth area is small,
Open when the piston is pushed out of the cylinder.
Otherwise, the valve is closed. concrete
Are opposite sides of the piston-like member of this cylinder.
Pipe that connects the end of the range in which the tongue slides)
Also, the groove (attached to the cylinder) and the piston-like member
Holes (also grooves provided in the piston-like member 2-p)
Is provided, and the difference in the opening area between the pipe or groove and the hole is
Hold the pipe or groove or bore of the piston-like member.
The piston-like member is pulled into the cylinder with the larger opening area.
With a valve that is open when plugged in, otherwise closed
Or extruded by a piston-like member
An exit path 7-acj through which liquids and gases exit the cylinder,
The liquid or gas extruded from the mouth channel 7-acj is
There is provided a return route 7-er of another route returning to the inside.
The exit path 7-acj and the return path 7-er have openings.
The exit route 7-acj with a difference in area returns greatly
Road 7-er is small, in case of fixed pin type fixing device
Comes out of the cylinder as soon as the fixing pin enters the cylinder
Is configured to be delayed at times.
This is a fixed device equipped with an earthquake sensor (amplitude) device. Yes
In the case of a flexible member type connecting member system fixing device, a piston-like member
Immediately when exiting the cylinder, and delayed when entering the cylinder.
Seismic sensor characterized by being configured to be
This is a fixed device equipped with an (amplitude) device. Inflexible member series
In the case of the binding member fixing device, it is difficult to provide a delay device. FIG.
80 and FIG. 195 show the case of the fixing pin type fixing device.
In 8.1.2.2.3. Of the invention of claim 101,
Claim when combined with the automatic restoration type by seismic force
Item 106. The earthquake sensor (vibration) with the delay device according to item 106.
(Width) is an embodiment of a device-equipped fixing device. FIG. 180
FIG. 179 is provided with a delay unit. FIG. 195 is a diagram
181 is provided with a delay unit. Configuration of delay unit itself
Is as follows. Almost all liquids and gases leak in the cylinder
Fixed pin with piston-like member that slides without
Is inserted into the cylinder, and the end of the fixing pin protrudes outside
And the other side of this cylinder sandwiching the piston-like member
Side to side (end to end of the range in which the piston-like member slides)
And) are connected by a pipe or groove (attached to the cylinder).
Larger than the opening area of this pipe or groove.
There are sharp or small holes in this tube or groove or pin.
There is a valve on the side where the opening area of the hole of the
The valve opens when the piston-like member is retracted.
, And inside this tube, spring and rubber
.Piston-like members due to magnets, etc.
May also serve to push the fixed pin with the
You. Due to the nature of this valve, the tip of the fixing pin is
Is fast in the direction of entering and delayed in the direction of exiting
As a result, this fixed pin tip
Immediately enter this cylinder and exit while seismic force is working.
It is configured to be difficult. Also, this cylinder and the
Pipes and grooves are sometimes filled with liquid such as lubricating oil.
is there. Specifically, the case of FIGS.
Then, slide without leaking liquid or air in the cylinder
A fixed pin 7 having a piston-like member 7-p is
(Fixed pin mounting part) Inserted into 7-a, outside of cylinder 7-a
, The fixing pin tip 7-w protrudes. In addition, the fixie
Of a cylinder 7-a partitioned by an annular member 7-p
The end of the range in which the shaped member 7-p slides is a tube 7-e.
(Also a groove attached to the cylinder), like a piston
The liquid and air between the upper and lower parts of the member 7-p are transferred to the pipe 7-e.
(Again). And the piston-like part
In the material 7-p, the opening area of the pipe 7-e (and the groove) is
There is a large or small hole 7-j and a tube 7-e (or
Groove) or the opening area of the piston-shaped member hole 7-j.
There is a valve 7-f. This valve 7-f has a piston-like portion
The material 7-p is attached to open when it is retracted,
Valve 7-f does not allow backflow. (Specifically, piston
The opening area of this tube 7-e (also a groove) is
There is a larger hole 7-j, in which there is a valve 7-f.
This valve 7-f retracts the piston-like member 7-p.
Sometimes attached to open. Or, the tube 7-e (also
The size of the opening area of the groove 7) and the hole 7-j may be reversed.
You. In other words, it is smaller than the opening area of the pipe 7-e (also the groove).
There is a bore 7-j in the bore of this tube 7-e (also groove).
There is a valve 7-f. This valve 7-f is connected to the piston-like member 7
-Attached to open when p is retracted. ) Valve 7
−f, the movement of the fixed pin tip 7-w is
-A is fast in the direction of entry and delayed in the direction of exit
Is done. Thereby, the fixed pin tip 7-w is
When it works, it immediately enters the cylinder 7-a,
Come out (for example, the time when seismic force is working)
It becomes hard to come. The above is the configuration of the delay unit. FIG.
80 and FIG. 195 show a fixed type equipped with an earthquake sensor (amplitude) device.
This is an example of a fixing device, and this fixing pin is
Notch, groove, into which lock member 11 to be fixed is inserted
There is a recess 7-c, and the lock member 11 is always in a horizontal position.
And springs (elastic bodies such as springs and rubber or magnets)
9-c, 9 Also pushed by gravity to keep a certain position
(In FIG. 180, only the spring 9-c is used. In FIG. 195,
It is pushed only by the spring 9). Also, in the vertical position
However, with the structure that it is not lifted by being pushed by the horizontal frame 7-g
(FIG. 195). In FIG. 195, this lock section
The material 11 itself is the weight of the seismic sensor amplitude device 15 described above.
The lock member 11 is in a vibrating state during an earthquake.
Therefore, lock the fixing pin 7 from the notch / groove / dent 7-c.
The locking member 11 comes off. In FIG. 180, the lock member 11
Earthquake caused by wire, rope, cable, rod, etc.
Connected in conjunction with the weight of the sensor amplitude device,
When the weight vibrates during an earthquake, the interlocking lock member 11 is fixed.
The fixed pin 7 comes off from the notch / groove / dent 7-c. Further
180 and 195 are the same as those in 8.1.2.2.3. No
The invention of claim 101 is based on an automatic restoration type by seismic force.
The lock member 11 is released.
And the gradient of the concave insertion portion 7-vm such as a mortar shape.
Then, the fixing pin tip 7-w is lifted and the fixing device is released.
Is done. During the earthquake, the mortar of the insertion part 7-vm
Depending on shape and seismic amplitude, fixed pin tip 7-w lifts
The crooked state is maintained. Also, the above-mentioned piston-like member
Speed at which the fixed pin tip 7-w descends by the 7-p mechanism
Can be removed by lifting the fixed pin tip 7-w.
More effective in maintaining state. At the end of the earthquake
Is the action of 7-o, such as gravity or a spring, as the seismic force decreases.
As a result, the fixing pin tip 7-w starts to fall. Soshi
Mortar, etc. while following the slope of the mortar-shaped insertion part.
When the bottom of the insertion portion 7-vm of the lock member 1 is reached,
Structure 1 in which the fixing pin 7 is locked by 1 and seismically isolated
Is also fixed. As long as the seismic force does not work,
The fixing pin 7 is kept locked by the material 11, and the wind
In such a case, the seismically isolated structure 1 does not move. In the cylinder 7-a
A spring or the like (elastic body such as a spring or rubber or a magnet) 7-o is
Entering and having a piston-like member 7-p due to gravity.
Force is applied in the direction to set (= lock / fix) the fixing pin 7
It may work (of course, for the piston-like member 7-p
A spring, rubber, or magnet attached to a position opposite to that of the spring 7-o
Set the piston-like member 7-p with (e.g., tension spring)
Force may be applied in the direction of locking or fixing). Also,
The cylinder 7-a and the pipe 7-e (and the groove) are liquids such as lubricating oil.
It may be full of body. In FIG. 195, the fixed
In the structure 1 from which the pin 7 is isolated, a fixing pin insertion portion 7-v
m is attached to the structure 2 supporting the structure to be seismically isolated.
, But sometimes the opposite is true. In other words, the fixed pin
Either the insertion portion 7-v or the fixing pin 7
To the structure 1 to be seismically isolated,
The supporting structure 2 is provided. The upper part of the cylinder 7-a
Regarding 4.6. Just like the clasp is fixed
Although the female screw is cut, the male screw 7-d
May have been inserted. This male screw 7-d
7-o, such as a spring, by rotating and tightening
Compress to increase the repulsion of 7-o such as springs,
It has the function of strengthening the pushing force of 7-w, and the restoring force
Or the residual displacement of the seismically isolated structure 1 after the earthquake
Or to enable correction. Also, the pipe 7-e (also a groove)
By attaching a valve to the hole 7-j, hand in strong wind
The fixed pin can be forcibly fixed by movement. The figure
180, FIG. 181, and FIGS.
The insertion part of the pin is 7-vm / v
v (fixed pin insertion part) or 7-vm (fixed pin slot)
(Recess-shaped, spherical, etc. concave insertion part)
You. 8.1.2.2.5. (Lock) valve type (including direct type)
M) 8.1.2.2.2.5.1. (Lock) Valve Method FIGS. 278 to 287 show claims 125 to 13.
It is an embodiment of the lock valve type fixing device described in Item 0. (1) Overall configuration This fixing device consists of an earthquake sensor amplitude device and a fixing device.
Divided into Earthquake sensor amplitude device and fixed device
May be separate and independent devices from each other.
In that case, the connection is made by the connection pipe 7-ec at the connection port 7-jc.
Is tied. Here, the fixing device and the seismic sensor
The fixed type with the seismic sensor
And the separation between the fixing device and the earthquake sensor amplitude device
The type is called "seismic sensor amplitude device separation type fixing device" and
Only the fixing device section.
Only the seismic sensor amplitude device
The amplitude device section or the stand-alone earthquake sensor amplitude device. ''
U. The invention according to claim 125 is characterized in that the fixing device is provided with a 7-
Pis that slides a with almost no leakage of liquid, gas, etc.
It has an operating part of a fixing device having a ton-shaped member 7-p,
A slide lock valve linked to the weight that acts as a seismic sensor
Normally, the slide lock valve is closed and
Liquid and gas extruded by the piston-like member
Block the exit and exit path from the inside of the cylinder to the liquid storage tank or outside.
Liquid and gas to be extruded without being extruded.
The piston-like member is locked and the working part of the fixing device is fixed
During an earthquake, the weight acting as an earthquake sensor
Acts on the lock valve to open the slide lock valve.
Then, the liquid in the cylinder extruded by the piston-like member
When gas or the like comes out of the liquid storage tank or outside, the piston-like member
As soon as it starts moving, the working part of the fixing device is released
Be composed. (2) Fixing device section 1) In the case of a fixing pin type fixing device Claim 126 is an invention in the case of a fixing pin type fixing device.
is there. In the case of the fixed pin type fixing device, the fixing device portion is
Slide 7-a in the cylinder with almost no leakage of liquid, gas, etc.
(Piston-shaped member 7-p)
Operation of the fixing device of the fixing pin (including the case linked with -p)
Having a part. a. 101. The fixing pin system, wherein the insertion portion of the fixing pin is a mortar-shaped spherical surface according to claim 101
Concave shape inclined to concave shape with respect to the center of the insertion part such as shape
7-vm, will it become a fixed pin during an earthquake?
Or the interlocking piston-shaped member 7-p is
-Reciprocating (up and down) movement by concave shape 7-vm such as spherical shape
To transfer the liquid / gas filled in the cylinder 7-a into the cylinder 7-a.
-A or extruded into the cylinder 7-a. b. The pin-type fixing device portion of the connecting member system (the inflexible member and the flexible member) almost leaks liquid, gas, etc. through the cylinder 7-a.
A piston-like member 7-p that slides without
The piston-like member 7-p supports the structure to be isolated.
Either the structure 2 or the seismically isolated structure 1
Supported by the structure, the insertion tube 7-a is
Supported by structures. Piston-like member 7-p or insertion
The inlet cylinder 7-a is (in the structure itself supported)
Not) connected to the other structure by a connecting member
I have. The connecting member is further divided into an inflexible member and a flexible member.
I will Also, this device has an indirect system and a direct system.
You. That is, in the case of the direct method, the piston-like member 7-
Notch / groove / dent 7-c is provided in p.
The fixing pin 7 can be engaged with the notch / groove /
Thus, the fixing is performed. Fixed pin for indirect method
7 lock member 11 (lock pin)
・ Provide a lock valve). 2) In the case of a connecting member valve-type fixing device (a direct system) Claim 127 is an invention in the case of a connecting member valve-type fixing device.
It is. In the case of a connecting member valve type fixing device, the fixing device
Slurries 7-a in the cylinder with almost no leakage of liquid, gas, etc.
Having a piston-like member 7-p
The member 7-p is connected to the structure 2 supporting the structure to be seismically isolated.
Or supported by one of the seismically isolated structures 1
Then, the insertion tube 7-a is supported by the other structure.
Have been. The connecting member further includes an inflexible member (FIG. 28).
7) and a flexible member (FIG. 279). This is both
Both are direct methods. And of the fixed pin type fixing device
In the case of the connecting member valve type fixing device,
Of the piston-like member 7-p is a valve (slider) for liquid, gas, etc.
Lock valve) can be moved by opening 7-sf.
To support the seismically isolated structure 1 and the seismically isolated structure
The reciprocating motion is caused by the vibration with the structure 2, and the cylinder 7-a
Extruding liquid, gas, etc., filled in the cylinder from 7-a in the cylinder
By pulling it into 7-a in the cylinder and enabling seismic isolation,
Is a valve for liquid and gas (sliding lock valve) 7-sf
Is closed and seismically isolated structure 1 and seismically isolated structure
Is fixed to the structure 2 that supports. (3) Earthquake sensor amplitude device section Is the earthquake sensor amplitude device section a fixed device section (connection part)?
From the weights 20 and 20-b that serve as earthquake sensors
Exit / exit route 7-a with ride type lock valve 7-sf
cj and the slide type lock valve 7-s
with the liquid storage tank 7-ac (or outside) part bounded by f
Split. The liquid storage tank 7-ac stores liquid, gas, and the like.
Part with air vent at the top,
The amount can be adjusted freely. 1) Weights serving as earthquake sensors Weights 20, 20-b are pendulums, springs, or spherical surfaces
・ Concave or cylindrical trough, V-shaped trough, etc.
Sensor with surface (sliding / rolling surface, same hereafter)
-The seismic isolation plate of the sensor
Dish "or abbreviated" seismic isolation plate ") by 36-vm
And are (relatively) vibrated during an earthquake.
Then, it returns to the original position (normal position) after the earthquake. Also this land
Rolling type weight 20-b is possible as an earthquake sensor
It will work. The weight serving as the earthquake sensor is the sphere 20-b.
This sphere 20-b has a spherical surface, a mortar or a cylindrical valley surface.
Sensor seismic isolation plate 3 with concave sliding surface such as V-shaped valley surface
It is a method of rolling 6-vm. Therefore, the sensitivity
Can do very well. 2) Slide type lock valve and weight and link to be an earthquake sensor
Motion This device has weights 20 and 20
-B has a slide lock valve 7-sf linked to -b. this
In the embodiment, the slide lock valve 7-sf is open.
(Opening 7-sfo) and closed (opening 7-sfo)
7-sff). This slide
The lock valve 7-sf is normally closed (not an open hole).
Portion 7-sff comes out), the piston-like member 7
Liquid / gas extruded by -p from the cylinder 7-a
Liquid storage tank 7-ac or outlet / exit route 7-
It becomes a form that blocks acj, and liquids and gases are not pushed out
The piston-like member 7-p is locked and seismically isolated.
Fixing the structure 1 and the structure 2 supporting the seismically isolated structure
In the event of an earthquake, a weight 20, 20-b serving as an earthquake sensor
Acts on the slide lock valve 7-sf,
When the lock valve 7-sf is opened (the outlet / outlet path)
7-acj has an opening hole 7-sfo), a piston-like portion
Liquid / gas etc. in the cylinder 7-a extruded by the material 7-p
Comes out of the liquid storage tank 7-ac or the outside, and the piston-like member
7-p starts to move, the structure 1 to be isolated and the structure to be isolated
The fixing to the structure 2 supporting the structure is released. 3) Devising with multiple valves for all directions Sliding to 180 degrees or more in response to sensor movement
Provide an idling valve. The sensor itself reciprocates
And 180 degrees or more, which is half of 360 degrees. In particular,
The direction in which the sensor weights 20, 20-b move in all directions
In order to cope with
More) multiple slides with different angles to share the angle
A valve 7-sf is provided. (The sensor itself reciprocates
, So multiples corresponding to 180 degrees or more, which is half of 360 degrees
May be provided. ) This makes the earthquake happen
The device can be made to act against shaking in any direction. 4) Resistance plate attached to the lock valve Also, the lock valve has a resistance plate 7-sfp.
Due to the weights 20 and 20-b serving as seismic sensors,
The slide lock valve 7-sf opens (exit / exit path 7)
-Acj slightly protrudes the opening hole 7-sfo)
The resistance plate 7-sfp attached to the lock valve 7-sf
Open the lock valve by receiving resistance due to the flow of (gas) etc.
(The opening 7-sfo of the lock valve protrudes further and opens.
(Moving in the direction in which the mouth spreads)
In the case, the slight movement of the sensor weights 20 and 20-b
Also allows the lock valve to be fully opened. Furthermore, piston shape
Even when the member 7-p is operated, the pressure in the opening and closing direction is applied to the valve.
The weights 20, 20-b of the sensor are small
At the same time, a lock valve with a sensitive sensitivity is possible. (4) Fixing device section and seismic sensor amplitude device section
connected by abj. This passage opening 7-abj
Is the exit / exit route 7-ac of the earthquake sensor amplitude device
j, liquid / gas, etc., and the piston-like member 7-
Enables 7-a liquid / gas to come and go in a cylinder with p
(The fixing device and the earthquake sensor amplitude device are
Sometimes they are separate devices and may be independent. On the spot
In this case, the passage port 7-abj becomes the connection port 7-jc and the connection pipe
7-ec). With other fixing devices
Liquid storage tank 7-ac unless connected at connection port 7-jc
Alternatively, the exit / exit route 7-acj
When the lock valve 7-sf is closed and closed,
Since there is no other place to go for body, gas, etc., the piston-like member 7
-P cannot slide 7-a in the cylinder, is locked and seismically isolated
Structure 1 to be isolated and structure 2 to support the structure to be isolated
And fix. During an earthquake, weights 20 and 20-b are seismic
Acts on the slide lock valve 7-sf by the
Sliding lock valve 7-sf for mouth / outlet path 7-acj
Is opened (the opening hole 7-sfo comes out), and the liquid in the cylinder 7-a
Body / gas flow out to liquid storage tank 7-ac or outside
As a result, the piston-like member 7-p becomes operable and seismically isolated.
Structure 1 that supports the seismically isolated structure
The fix is released. (5) The liquid which is extruded by the piston-like member 7-p
・ Exit where gas etc. exits 7-a in the cylinder ・ Exit route 7-ac
j and the liquid extruded from the outlet / outlet path 7-acj
Return route 7-e of another route in which body, gas, etc. return to 7-a in the cylinder
r and exit / exit route 7-acj and return
The opening area is different from that of the
Path 7-acj is large, return path 7-er is small
However, when the opening area is smaller than a certain value, the return path 7-er is
A valve is unnecessary, but if a valve is provided, the piston-like member 7
-P opens when extruded from the cylinder 7-a,
Sometimes the valve is closed. Alternatively,
Exit / exit route without providing return route 7-er of another route
7-acj is loosened by the lock valve 7-sf.
By the above method, the return of the piston-shaped member 7-p is delayed.
It is possible to have an effect. (6) Damper effect By reducing the opening area of the exit / exit route 7-acj
The effect of suppressing displacement during an earthquake
Become. (7) Upside down There are cases where the above shape is upside down. Fixed pin type fixing device
In the case of, the concave insertion portion 7-vm as shown in FIG.
And the fixing pin 7 inserted in the insertion part,
Structure 1 to be isolated and structure 2 to support the structure to be isolated
In some cases, it may be installed in reverse. Connecting member valve type
In the case of a fixed device, the seismically isolated structure 1 and the seismically isolated
And a piston-like member 7-p
And the relationship with the fixing device comprising the insertion tube 7-a and the like,
There is a symmetric type that is switched left and right or up and down. (8) Position of connection port 7-jc with other fixing devices When considering the interlocking operation of a plurality of fixing devices, other fixing devices are considered.
The connection port 7-jc with the fixed device is an earthquake sensor amplitude device
Exit-exit path 7-acj and the piston of the fixing device
Any one of the cylinders 7-a other than the sliding portion of the cylindrical member 7-p
It may be provided. Fixed device part and earthquake sensor amplitude device part
May be separate devices and independent of each other. So
In the case of, the installation position of the earthquake sensor
The exit route is 7-acj, and the installation position of the fixing device is
In the cylinder 7-a other than the sliding part of the piston-like member 7-p,
is there. (9) Interlocking operation of multiple fixing devices Fixed device with seismic sensor amplitude device or independent fixed device
Port 7-jc of stand-alone or stand-alone seismic sensor amplitude device
Are connected to each other by the connecting pipe 7-ec, so that
Simultaneous release of fixed devices during an earthquake becomes possible. Earthquake sensor
Liquid, gas, etc. are sent to the place where the amplitude device was activated first,
Simultaneous solution of fixing devices connected by connecting pipe 7-ec
Can be removed. There is a difference in the sensitivity of the seismic sensor
Can be simultaneously released.
You. (10) Gas / liquid type Whether the liquid / gas filled in the device is liquid or gas
Liquid-hydraulic type has less elasticity and secure
Function can be demonstrated. Furthermore, immerse the entire mechanism in the liquid
It also has a rust-preventive effect. Gas = pneumatic is rich in elasticity
Therefore, the fixing function as a fixing device is inferior to the hydraulic type
However, this is a simple method, and the maintenance
Free of charge. Both hydraulic and pneumatic
(Slide type) By deteriorating the tightness of the lock valve
It can also serve as a displacement suppression damper. Especially pneumatic
Can be used even if the lock valve is closed (
-Closed without lock valve without amplitude device and interlock mechanism
As a displacement suppression damper because of its high elasticity
Can also be used. In addition to liquid and gas types,
It is also possible to use solidifiable solids (eg, granular solids). (11) Embodiment FIG.
Is an example of a fixed device, and the weight serving as an earthquake sensor is a ball.
And spherical surface, mortar or cylindrical trough, V-shaped trough, etc.
The concave sliding surface (sliding / rolling surface, the same applies hereinafter)
This sphere 20-b is on the sensor seismic isolation plate 36-vm
This is the case of the rolling type earthquake sensor amplitude device 14.
FIG. 280 is a perspective view of a fixing device according to claims 125 and 128.
Is an example of a fixing device, and a weight 20 serving as an earthquake sensor.
Is a sliding member, spherical surface, mortar or cylindrical trough
・ Sensor seismic isolation plate with concave sliding surface such as V-shaped valley surface
Earthquake sensor amplitude of a method in which the weight 20 slides on 36-vm
This is the case of the device 14. FIG. 281 shows claim 125,
128. An embodiment of the fixing device according to claim 128, wherein
The weights 20 and 20-b serving as the sensor are
Method (sliding / rolling) and restoring with springs 9
This is the case of the earthquake sensor amplitude device 15 of FIG. FIG. 282
The fixing device according to claim 125 or claim 128,
In the embodiment, the weight 20 serving as an earthquake sensor is a pendulum.
Fulcrum 20-h (the fulcrum 20-h is an earthquake sensor amplitude device)
Supported by the body (such as the housing) of the
This is the case of the child's weight 20 and after the vibration during the earthquake, the pendulum
Earthquake sensor amplitude device that restores to the original position by using
13. FIG. 283 is a cross-sectional view of
If the seismic sensor amplitude device and the fixing device are separated
FIG. 284 shows a fixing device and an earthquake sensor.
-When the amplitude device section is connected by the connecting pipe 7-ec
It is. The earthquake sensor amplitude device section is the slide type
Fixing device from outlet / outlet path 7-acj with lock valve
To the connection port 7-jc
Liquid storage tank 7-ac (or outside)
Part) divided into parts. For weight of earthquake sensor amplitude device
This slide-type lock valve interlocks to fix the fixing device.
It controls the fixing and release of the fixed pin. This earthquake center
The sensor amplitude device section and the fixing device section are connected by the connecting pipe 7-ec.
278, the operation mechanism when connected as shown in FIG.
It is. This earthquake sensor amplitude device is the same as in FIG.
Similarly, the weight 20 of the earthquake sensor amplitude device is a sliding member.
And spherical surface, mortar or cylindrical trough, V-shaped trough, etc.
Sensor seismic isolation plate 36-vm with concave sliding surface
In the case of the seismic sensor amplitude device 14 of the sliding type
There is also. In addition, similar to FIG.
Weights 20, 20-b slide on the flat sliding surface portion 3.
(Slide / roll) and restore by spring 9
In the case of the sensor amplitude device 15, as in FIG.
The weight 20 serving as the earthquake sensor is the fulcrum 20-h of the pendulum.
Weight 20 of the pendulum supported by
After the motion, an earthquake
The case of the sensor amplitude device 13 is also conceivable. Also this land
The seismic sensor amplitude device section ensures the delay effect,
Liquid 7-ao extruded by piston-like member 7-p
・ Liquid storage tank for gas etc. ・ Exit to the outside ・ Exit route 7-a
cj and its extruded from outlet-exit path 7-acj
Return of another route where liquid 7-ao, gas, etc. returns to 7-a in the cylinder
A path 7-er is provided, and an exit / exit path 7-acj is provided.
And the return path 7-er have an opening area difference, and the exit
・ The exit route 7-acj is large and the return route 7-er is small.
On the other hand, the return path 7-er is a
Valve is not necessary in the case of
Open when the member 7-p is extruded from the cylinder 7-a,
Other than when a closed valve is attached.
As another method, the return route 7-er of another route is not provided.
The lock valve 7-sf of the outlet / outlet path 7-acj
In this way, the fixing pin of the fixing device
In the case where the effect of delaying the return of the stone-shaped member 7-p is also provided.
(See FIG. 286). FIG.
It is an Example of the mounting device part of mounting. Make sure the earthquake sensor amplitude
Fixed device with device or seismic sensor amplitude device (independent
It needs to be used in combination with a seismic sensor amplitude device. FIG.
85 is a fixing device in the case of an interlocking operation according to claim 130.
It is an embodiment of the installation, the fixing device part (one device) and the earthquake sensor
-Connecting pipe 7-ec with fixing device with amplitude device (2 devices)
This is the case of connection by Also, as shown in FIG.
There are cases where the above shape is upside down. That is, the concave insertion section
7-vm and the fixing pin 7 inserted into the insertion portion
Structure supporting seismic structure 1 and seismically isolated structure
In some cases, it may be mounted in reverse to 2. Concave insert
Between the insertion portion 7-vm and the fixing pin 7 inserted into the insertion portion.
Except for the relationship, the other parts are the same as in FIGS.
It is almost the same. The delay effect is shown in FIG.
Unlike the embodiment, the return route 7-er of another route is not provided.
The lock valve 7-sf of the outlet / outlet path 7-acj
By making the closing of the piston-like member 7-p
In some cases, a return delay effect may be provided. Further, FIG.
7. The connecting member valve type fixing device according to claim 127,
This is an embodiment using the inflexible connecting member. Liquid in the cylinder
A seismically isolated structure that slides without leaking gas, etc.
Piston-like member 7 consisting of a member of the structure 2 supporting the body
-P is seismically isolated via the universal rotary contact 2-x
Support member 2 installed on a structure 2 supporting a structure to be
-G, connected to the seismic isolated structure 1
The insertion tube 7-a is a support member 1-g and a universal.
Attached to the seismically isolated structure 1 via the monkey rotating contact 1-x
Connected to the placed support member 1-g. In addition,
Of the insertion tube 7-a at the time of the earthquake by the piston-like member 7-p.
The liquid and gas extruded by
Slidable lock valve 7-s interlocked with the lock 20, 20-b
f / Exit route 7-acj and at the time of earthquake
Is the slide lock valve 7-sf is open and the liquid storage tank 7-sf is open.
Flow into the ac (or external) part. And return path
Return from 7-er to 7-a in the cylinder. In this case, it is an embodiment.
You. The mechanism of the earthquake sensor amplitude device is the same as in FIG.
is there. Note that in FIGS. 285 to 287,
Regarding the mechanism of the sir amplitude device, the weight is
By vibrating and acting on the slide lock valve,
Anything that opens and closes may be used.
Quake sensor amplitude device (for example, as shown in FIGS. 278 to 282)
Use of those described) is also conceivable. FIG. 279 shows that
127. The connecting member valve type fixing device according to claim 127,
This is an embodiment using a flexible member. (A) of the figure is normal time,
(B) shows the time of seismic isolation. 7-a in the cylinder
Piston-like member that slides almost without leaking the body 7-
p supports structures isolated by 9-t such as springs
Structure 1 is connected to structure 2 and is seismically isolated
Is the insertion port 31 and the flexible joint 8-fj
Through a flexible member 8 such as a wire, rope, or cable
They are connected by f. Connecting member valve type fixing device by flexible member
Requires smooth reciprocation of the piston-like member 7-p.
Is different from the fixed pin type fixing device.
Do not need the resistance plate 7-sfp for the lock valve 7-sf
Also, regarding the opening area of the return port 7-er,
The flow of the body and the like resists the return movement of the piston-like member 7-p.
It needs to be large enough. (A) in the figure is normal
In the case of (b), (b) seems to be the case of the displacement amplitude at the time of seismic isolation
In addition, the piston-like member 7-
The movement of p and the flow of liquid, gas, etc. are fixed pin type fixing device
Is reversed. These include seismically isolated structure 1 and seismic isolation
2, a piston-like member,
The relationship with the fixing device consisting of the insertion tube
There is a symmetric type that is switched up and down. 8.1.2.2.5.2. (Lock) Valve System FIGS. 288 to 331 are claims 131 to 13.
It is an embodiment of the lock valve type fixing device according to item 9. (1) Overall configuration This fixing device consists of a fixing device and an earthquake sensor amplitude device.
Divided into If the devices are separate and independent of each other
In some cases. In that case, the connection pipe 7-ec is connected at the connection port 7-jc.
Linked by Here, the fixing device and the earthquake
The integrated type with the shunt amplitude unit
Fixing device ”, the fixing device section and the earthquake sensor amplitude device section
Separation type with "Seismic sensor amplitude device Separation type fixing device"
And only the fixing device section
Only the fixed device and the seismic sensor
Sensor amplitude unit or stand-alone seismic sensor amplitude device "
I say. The invention of claim 131 is characterized in that the inside of the cylinder is
A piston-like member that slides almost without leaking the body
It has an operating part of the fixed device,
Weight is a pendulum or spring, or a spherical or mortar
Or concave concave sliding surface such as cylindrical trough, V-shaped trough, etc.
And rolling surfaces, the same shall apply hereinafter).
In the normal position and pushed out by the piston-like member
Liquid or gas from the cylinder
Mouth / outlet path with weight or valve integrated with weight,
Or, the valve linked to the weight becomes closed, and liquid, gas, etc.
The piston-like member is locked without being pushed out,
The working part of the device is fixed, and during an earthquake, the weight is
If you move from the normal position, this exit / exit route will be closed.
From a position, a weight, or a valve integral with the weight, or
The valve linked to the weight is displaced, and liquid and gas are extruded.
The piston-like member starts to move and locks the working part of the locking device
Is configured to be released. (2) Fixing device section 1) In the case of a fixing pin type fixing device Claim 132 is an invention in the case of a fixing pin type fixing device.
is there. In the case of the fixed pin type fixing device, the fixing device portion is
Slide 7-a in the cylinder with almost no leakage of liquid, gas, etc.
(Piston-shaped member 7-p)
Operation of the fixing device of the fixing pin (including the case linked with -p)
Having a part. a. 101. The fixing pin system, wherein the insertion portion of the fixing pin is a mortar-shaped spherical surface according to claim 101
Concave shape inclined to concave shape with respect to the center of the insertion part such as shape
7-vm, will it become a fixed pin during an earthquake?
Or the interlocking piston-shaped member 7-p is
-Reciprocating (up and down) movement by concave shape 7-vm such as spherical shape
To transfer the liquid / gas filled in the cylinder 7-a into the cylinder 7-a.
-A or extruded into the cylinder 7-a. b. The pin-type fixing device portion of the connecting member system (the inflexible member and the flexible member) almost leaks liquid, gas, etc. through the cylinder 7-a.
A piston-like member 7-p that slides without
The piston-like member 7-p supports the structure to be isolated.
Either the structure 2 or the seismically isolated structure 1
Supported by the structure, the insertion tube 7-a is
Supported by structures. Piston-like member 7-p or insertion
The inlet cylinder 7-a is (in the structure itself supported)
Not) connected to the other structure by a connecting member
I have. The connecting member is further divided into an inflexible member and a flexible member.
I will Also, this device has an indirect system and a direct system.
You. That is, in the case of the direct method, the piston-like member 7-
Notch / groove / dent 7-c is provided in p.
The fixing pin 7 can be engaged with the notch / groove /
Thus, the fixing is performed. Fixed pin for indirect method
7 lock member 11 (lock pin)
・ Provide a lock valve). 2) In the case of a connecting member valve-type fixing device (direct system) Claim 133 is an invention in the case of a connecting member valve-type fixing device.
It is. In the case of a connecting member valve type fixing device, the fixing device
Slurries 7-a in the cylinder with almost no leakage of liquid, gas, etc.
Having a piston-like member 7-p
The member 7-p is connected to the structure 2 supporting the structure to be seismically isolated.
Or supported by one of the seismically isolated structures 1
Then, the insertion tube 7-a is supported by the other structure.
Have been. The connecting member further includes an inflexible member (FIG. 33).
0) and a flexible member (FIG. 331). This is both
Both are direct methods. And of the fixed pin type fixing device
In the case of the connecting member valve type fixing device,
Of the piston-shaped member 7-p is a valve (liquid
(Integrated valve or valve linked to weight)
Can be moved and is seismically isolated from the seismically isolated structure 1.
Reciprocation by vibration with the structure 2 that supports the structure
To transfer the liquid / gas filled in the cylinder 7-a into the cylinder 7-a.
-A extruded or pulled into 7-a in the cylinder
The valve for liquid, gas, etc. is closed at the time of wind,
Structure supporting structure 1 to be isolated and structure to be isolated
The body 2 is fixed. (3) Earthquake sensor amplitude device part The earthquake sensor amplitude device part
A certain accessory room 7-ab and liquid storage tank 7-ac (or outside)
Divided into Annex room 7-ab is exit / exit route 7-a
may be within cj, within exit / exit route 7-acj
Ancillary room 7 with an earthquake sensor linked to the valve
-Ab may be independent. Liquid storage tank 7-ac
Is the area where liquids and gases are stored.
The capacity of liquids and gases can be freely adjusted. Earthquake
Sensor weight or integral with (or
The valve is linked to a pendulum or spring
Concave or concave concave surface such as cylindrical or V-shaped valley surface
(Sliding surface / rolling surface, same hereafter)
-Balanced by seismic isolation plate 36-vm, normal position
Yes, vibrating (relatively) during an earthquake
And return to the original position (normal position) after the earthquake. Also this land
Rolling type weight 20-b is possible as an earthquake sensor
It will work. The weight of the earthquake sensor amplitude device is sphere 20-b
And spherical surface, mortar or cylindrical trough, V-shaped trough, etc.
Sensor seismic isolation plate 36-vm with concave sliding surface
20-b is a rolling method. This greatly increases sensitivity
Can be better. Together with this weight or weight
The normal position of a lost (or linked to weight) valve is
Liquid and gas extruded by the ton-shaped member
Outlet / outlet path 7 which is a liquid storage tank or a passage to the outside
-Acj is in the position to close. In addition, annex room 7-ab appears.
If it is in the mouth / exit route 7-acj,
Attached room 7-a between 7-a and liquid storage tank 7-ac / outside
b, the accessory chamber 7-ab and the liquid storage tank
7-ac or a passage through which a liquid or gas flows between the outside and the outside
Exit-exit path 7-acj. This
The location of the exit / exit route 7-acj that is blocked
Or valve integrated with (or linked to) the weight
Top, bottom or side, top and bottom, top
Parts and sides, bottom and sides, or top and bottom
And on the side. exit·
The shape of the opening of the exit path 7-acj may be a weight or a weight.
Integral (or linked to weight) valve flat shape
It is good to match. When the weight is the ball 20-b, a circle
Is good. Exit / Exit path 7-acj and earthquake sensor amplitude
The weight of the device or the one integrated with the weight (or
Cover material 20-c in the gap between the valve
Similarly, the cover member 20-c is integrally formed with the weight or the weight.
To a flat shape that comes in contact with the changed (or linked to weight) valve
It is good to match. When the weight is the ball 20-b, a circle
It becomes a tube. Thus, pendulum or spring etc or spherical
・ Concave or cylindrical trough, V-shaped trough, etc.
Equilibrium by sensor-isolated plate 36-vm with surface
With seismic sensor amplitude device weight or weight retained
Closed by a unitary (or linked to weight) valve
Considering the lock valve, the earthquake sensitivity for all directions
Sensors are enabled and smooth interlocking with valves
(Because the weight of an earthquake sensor is a valve), it becomes possible. Further
In addition, even when the piston-shaped member 7-p is operated, pressure is applied to the valve.
(See FIG. 288 and FIG. 2).
Even if pressure is applied to the valve as in 98, the seismic force is
Force in the direction perpendicular to the force, that is, the component force of the pressure becomes zero).
A lock valve with high sensitivity is possible even when the sensor weight is small.
Become. (4) Fixing device and seismic sensor amplitude device liquid / gas in auxiliary room 7-ab of earthquake sensor amplitude device
Etc. and the sliding portion of the piston-like member 7-p of the fixing device portion
The liquid or gas in the outer cylinder 7-a means the passage port 7-abj
Are connected by the
And the seismic sensor amplitude device are separate devices
In some cases, they are independent. In that case, passage mouth 7-abj
Becomes the connection port 7-jc, and is mutually connected by the connection pipe 7-ec.
Is linked to). Connect at the connection port 7-jc with another fixing device.
Unless concluded, the annex room 7-ab to the liquid storage tank 7-ac
Or the exit / exit route 7-acj that goes to the outside
Is blocked by a valve integrated with the weight)
Since there is no other place to go for body, gas, etc., the piston-like member 7
-P is locked because it cannot slide 7-a in the cylinder,
Structure supporting structure 1 to be isolated and structure to be isolated
The body 2 is fixed. During an earthquake, the weight of the earthquake sensor 2
0, 20-b (or integrated with or weighted
The valve 20-e), which is linked to the
When it deviates from the position that blocks the path 7-acj,
Liquids and gases are transferred from the auxiliary chamber 7-ab to the liquid storage tank 7-ac.
Or it flows out and the piston-like member 7-p is operable.
Supports seismically isolated and seismically isolated structures
The structure is released from being fixed. (5) The liquid which is extruded by the piston-like member 7-p
7-ao, outlet for gas etc. to go out to liquid storage tank, outside, outlet
Road 7-acj and the exit / exit route 7-acj
The discharged liquid 7-ao, gas, etc. returns to the cylinder 7-a.
A return route 7-er for the road is provided and an exit / exit
The difference in the opening area between the path 7-acj and the return path 7-er
Exit-exit route 7-acj is large,
The path 7-er is made small, and the return path 7-er is
Is not required when the value is below a certain value, but when a valve is provided
, The piston-shaped member 7-p is extruded from the cylinder 7-a.
Open, otherwise closed. Ma
As another method, the return route 7-er of another route is not provided.
And the weight of the exit / exit route 7-acj (or
A valve that has become a body or linked to a weight)
By this, the return of the piston-like member 7-p is delayed.
It is possible to have an effect. (6) Damper effect Outlet / outlet path 7-acj, and piston-like member 7-p
Passage 7-ab from the insertion cylinder 7-a to the accessory chamber 7-ab
By reducing the opening area of j, the effect of suppressing displacement during an earthquake
Can be held together. (7) Upside down There are cases where the above shape is upside down. Fixed pin type fixing device
In the case of, the concave insertion portion 7-vm as shown in FIG.
And the fixing pin 7 inserted into the insertion portion are seismically isolated.
Structure 1 and structure 2 supporting the seismically isolated structure
In some cases, it can be mounted in reverse. Connecting member valve type fixing device
In the case of installation, the seismically isolated structure 1 and the seismically isolated structure
A body 2 for supporting the body, a piston-like member 7-p and its
The relationship with the fixing device consisting of the insertion tube 7-a and the like
Or, there is a symmetric type that is switched up and down. (8) Position of connection port 7-jc with other fixing devices When considering the interlocking operation of a plurality of fixing devices, other fixing devices are considered.
The connection port 7-jc with the fixed device is an earthquake sensor amplitude device
Exit / exit route 7-acj (exit / exit route 7-ac
An attached room 7-ab) serving as an earthquake sensor in j.
In the cylinder other than the sliding portion of the piston-like member 7-p of the mounting portion
-A. Fixing device and earthquake sensor
-The amplitude device section is a separate device from each other and is independent
In some cases. In that case, install the earthquake sensor amplitude unit
The position is the exit / exit route 7-acj (exit / exit route 7
-In the annex room 7-ab) that will be the earthquake sensor in acj
The installation position of the fixing device is determined by the position of the piston-like member 7-p.
It is 7-a in a cylinder other than a slide part. (9) Interlocking operation of multiple fixing devices Fixed device with seismic sensor amplitude device or independent fixed device
Port 7-jc of stand-alone or stand-alone seismic sensor amplitude device
Are connected to each other by the connecting pipe 7-ec, so that
It becomes possible to link the release of the fixed device during an earthquake. Earthquake
Liquid, gas, etc. are sent to the place where the sensor amplitude device was activated first
Rarely, the fixing device connected by the connecting pipe 7-ec
Simultaneous release becomes possible. Sensitivity of earthquake sensor amplitude device
Even if there is a difference, it is possible to release the connected fixing devices at the same time
become. (10) Gas / Liquid type For selection of liquid / gas etc. to be filled in the device,
= Hydraulic type has less elasticity and more secure fixing device function
Can demonstrate. Furthermore, the entire mechanism is protected by immersing it in liquid.
There is also a rust effect. Gas-pneumatic type is rich in elasticity, so hydraulic
The fixing function of the fixing device is inferior to that of the
Maintenance-free by using anti-rust material
Become. Both hydraulic and pneumatic types (such as earthquake sensors
Lock with dual or integral weight)
Displacement damper is also used by making the valve tight.
You can sleep. Especially for the pneumatic type, the lock valve was closed.
As it is (furthermore, the seismic sensor
Resilient (even with closed mechanism without lock valve)
Therefore, it can also be used as a displacement suppression damper. Ma
In addition to liquid and gas types, solids that can be liquefied (granular solids)
Body) can also be used. (11) Cover tube for gaps Claim 136 is the cover of the gap between the outlet / outlet path and the weight.
It is an invention of a bar material. 1) Sliding weight exit / exit route 7-
gap between acj and weight 20 (ball-type weight 20-b)
The purpose is to eliminate and improve the tightness. FIG. 289
Is an embodiment of the present invention. Tube 20-cc is exit and exit
It is inserted into the mouth route 7-acj, and in the event of an earthquake, the tube 20-cc
The weight itself (the ball type weight 20-
b) Adapt to the movement (sensor seismic isolation plate 36-vm central part)
As the weight 20-b moves up,
To the weight of the tube 20-cc itself or to the tube 20-cc
It is not restricted by movement).
Normally, the exit / exit route 7-acj and the weight 20 (ball
The valve was closed, eliminating the gap with the mold weight 20-b)
State. 2) No gap between the pendulum weight exit / exit path 7-acj and the weight 20-e
It is intended to improve the sealing property. FIG. 308, FIG.
309 is an embodiment of the present invention. Example of FIG. 305
In, the pipe 20-cc is connected to the exit / exit route 7-acj
When an earthquake occurs, the tube 20-cc itself is
c (movement of the pendulum weight 20-e toward the center
With enough repulsion to push down the valve pipe 20-cp
Move) to move the weight 20-e
Adapt and do not restrict movement. Normally exit / exit route
The gap between the road 7-acj and the weight 20-e is defined as (9-c such as a spring).
The valve is closed.
You. Shape of the part that receives the tube 20-cc of the weight 20-e
Is divided into flat type, concave type and convex type. Figure 308 shows a concave sphere
FIG. 309 shows a convex spherical surface. Tube 20-cc
The convex-concave cylindrical tip is in contact with the concave-convex spherical surface itself.
Have a face. (12) Weight and Indirect Valve Method Claim 137 is an invention of a weight-linked indirect valve method.
You. Exit / exit route 7-acj and weight 20 (ball-type weight
20-b, and eliminate the gap with the pendulum weight 20-e),
It is an invention for improving the sealing performance,
Liquid by piston-shaped member 7-p at the time of earthquake until seismic isolation
The pressure on (gas) etc. is measured by the weight 2
0, 20-b and 20-e. 1) Sliding weight FIGS. 290 to 293 show the sliding weight 20 of the present invention.
This is an example using (ball-type weight 20-b). FIG.
If you explain based on 0, it will be inserted in the exit / exit route
Move itself (up and down) and adapt to the movement of the weight
(Sensor seismic isolation plate 36-vm weight 20-b to the center part
Has a weight that can be pushed up by movement or pushes up
The lock has been lightened by a spring so that it can be locked)
The valve pipe 20-cp and its mounting
Receiving a check valve pipe 20-cp, such as liquid (gas) at normal time
And a receiving material 20-cs for blocking the flow. B
The check valve pipe 20-cp is used for the weight 20, 20-b during an earthquake.
By operation, it becomes a valve of the outlet / outlet path 7-acj. Heavy
20 and 20-b are spheres, mortars or cylinders at the time of earthquake
Sensors with concave sliding surfaces such as valleys and V-shaped valleys
Sliding on seismic isolation plate 36-vm, 20-cpss
(Rolling), but normally, a sensor with a concave sliding surface
Sir seismic isolation plate 36-vm, stay at the center of 20-cpss
The lock valve pipe 20-cp is connected to the weights 20, 20-b.
Material 20-cs (support material 20-cs)
cs is attached to the fixing device body. Above and below
Same. ) Or fit into the recess of the receiving part 20-cs
As a whole, the flow of liquid (gas) or the like is cut off. During an earthquake
Is the weight of the sensor seismic isolation plate 36-vm, 20-cpss surface
20 and 20-b move with amplitude motion, and the lock valve pipe 20
-Cp loses the support and holding of the weights 20 and 20-b and
Open the lock valve pipe 20-cp away from the
Liquid (gas) enters through port 20-cpo, lock valve pipe
Liquid (gas) etc. flows out from 20-cp, piston-like
The fixing of the member 7-p is released. After the earthquake, weight 20,2
The 0-b amplitude motion stops, and the sensor seismic isolation plate 36-vm
When the weights 20 and 20-b return to the center of the lock valve pipe 20
-Cp is pushed up (down) and pressed against the receiving material 20-cs
Or fit into the recess of the receiving part 20-cs,
When the flow of (gas) etc. is cut off, 9-c by spring etc.
The piston-like member 7-p returning to the original position is fixed.
You. And it functions as a fixing device. In addition, lock valve pipe
20-cp means liquid (gas) etc. inside a cylinder like a cylinder
That allow flow of water, or U-shaped material, L-shaped material, H-shaped material, T
Lock valve pipe 20-cp and receiving material 20-cs like a profile
And a tube that is divided by a pipe. FIG.
FIG. 3 to FIG. 312 show the embodiment, of which FIG.
(A) and (b) are U-shaped members, and FIGS. 311 (c) and (d) are L-shaped members.
312 (a) and (b) are H-shaped members, and FIG. 312 (c)
(D) is a case of a T-shaped member. FIG. 291 shows a lock valve pipe.
20-cp support 20-cps (attached to the fixing device body
). Lock valve pipe 20-cp
Center the weight 20, 20-b of the seismic sensor amplitude device
Spherical, mortar or cylinder for sliding (sliding / rolling)
Concave sliding surface such as valley surface / V-shaped valley surface (slip / roll
Of the sensor seismic isolation plate 36-vm
Rather than aligning with the center, if you move it off center
-Earthquake sensitivity as an amplitude device is improved. FIG.
In this example, two lock valve pipes 20-cp are further provided.
From the center of the sensor seismic isolation plate 36-vm
Staggered and installed as a seismic sensor amplitude device
The seismic sensitivity has improved. Like this two or more locks
A type having the valve pipe 20-cp is conceivable. Lock valve pipe
20-cp Each diameter can be reduced, and the lock valve pipe can be made lighter.
To reduce the resistance of the weights 20 and 20-b during operation.
To improve the earthquake sensitivity as an earthquake sensor amplitude device
be able to. 8.4.4. For both fixing device and damper
In the case of a fixed device, the valve must be opened during seismic isolation.
Also, the lock valve pipe 20-cp is connected to the sensor seismic isolation plate 36-
Installed at a position more deviated from the center than installed at the center of vm
The number of times the weights 20 and 20-b make contact during an earthquake
Less, and one or more open by installing two or more
Number of times, the valve is kept open during seismic isolation.
This is an effective method. FIG. 293
(A) shows FIG. 290, weights 20, 20-b, and a lock valve.
The positional relationship between the tube 20-cp and the tube 20-cp is reversed.
The lock valve pipe 20-cp is moved by holding down the 0, 20-b.
Pressed against receiving material 20-cs or receiving portion 20-cs
From the exit / exit route 7-acj
Flow of liquid (gas) to liquid storage tank 7-ac or outside
Cut off. During the earthquake, the weights 20 and 20-b perform amplitude motion.
And loses the weight 20, 20-b, and the lock valve
The tube 20-cp is a spring 9-c (sensor seismic isolation plate 20-c).
The movement of the weights 20 and 20-b to the center of the pss
The tip 20-cpt integrated with the valve pipe 20-cp is pushed down.
Receiving material 20-
cs, opening 20-c of lock valve pipe 20-cp
The liquid (gas) enters from the po and the lock valve pipe 20-cp
Liquid (gas) flows from the liquid storage tank 7-ac or outside
Then, the fixing of the piston-shaped member 7-p is released. Earth
After the earthquake, the amplitude motion of the weights 20 and 20-b stops, and the sensor
-Weights 20, 20-b at the center of the seismic isolation plate 20-cpss
When returning, the lock valve pipe 20-cp is depressed to receive the receiving material 20-cp.
cs or fits into the recess of the receiving portion 20-cs.
When the flow of liquid (gas) is interrupted,
Piston-like member 7 returning to its original position by 9-c
-P is fixed. And it functions as a fixing device. B
The tip 20-cpt that contacts the weight of the check valve pipe is locked.
Liquid (gas) and the like pass through by joining to the inner surface of the valve pipe 20-cp
Stick out of the lock valve pipe 20-cp without disturbing
are doing. This makes the tip 20-cpt thinner
As a result, the weights 20 and 20-b are moved to the tip 20-c.
fall into the hole where pt comes out,
This prevents the sensitivity from becoming worse. In addition, all of the following
The tip 20-cpt of each plan has a weight 20, 20-b,
The tip is conical so that it is pushed back by 20-e
Is inclined. Locks for all plans below
Liquid (gas) in valve pipe 20-cp and receiving material 20-cs
Of the flow of wind,
A valve (lock) for liquid (gas) or the like by the piston-shaped member 7-p.
The pressure applied to the lock valve pipe 20-cp) is
It works only on the outer periphery (and also in the receiving portion 20- of FIG. 293 (b)).
digging down the receiving material 20-cs like ls
The lock is achieved by fitting the lock valve pipe 20-cp here.
No pressure is applied to the bottom of the valve pipe 20-cp), weights 20, 2
0-b, 20-e lifting and pushing force
Does not work. Therefore, as an earthquake sensor amplitude device
Sensor feeling by the weights 20, 20-b, 20-e
Does not affect the degree. In addition, it is also used to support the lock valve pipe.
(Spherical, mortar or sliding weights 20, 20-b
Has concave sliding surfaces such as cylindrical troughs and V-shaped troughs.)
The sensor seismic isolation plate 20-cpss is attached to the fixing device body
The sliding weights 20, 20-b
Non-contact shape, this sensor seismic isolation plate 20-cpss
And parallel curved surface (conical if the seismic isolation plate is mortar-shaped,
If the seismic isolation plate is spherical, the weight is 20), 20-b.
There is an upper presser 20-cpssu, the tip 20 at the time of wind
-Prevent lifting of weights 20 and 20-b by cpt
I have. In addition, the weights 20 and 20-b are in the liquid (such as a liquid or the like).
Is not at the height level 7-ao of the liquid, etc.)
Improve earthquake sensor sensitivity without receiving resistance
Is possible. FIG. 293 (b) shows that the weight 2
The lock valve 20-1 is received by the holding of the locks 0 and 20-b.
Pressed against the part 20-ls or the recess of the receiving part 20-ls
Liquid from the outlet / outlet path 7-acj
Blocks the flow of liquid (gas) to storage tank 7-ac or outside
Refuse. Weights 20, 20-b move with amplitude motion during an earthquake
And the weight 20, 20-b loses its weight and the lock valve 20
-L is a spring etc. 9-c (in sensor seismic isolation plate 20-cpss)
The movement of the weights 20 and 20-b to the central part causes the lock valve 20 to move.
-1 and the tip 20-lt integral with the
Away from the receiving part 20-ls
Then, the lock valve 20-1 is lifted, and the outlet / outlet path 7 is
-Acj to the liquid storage tank 7-ac or to the outside of the liquid (gas
Body) flows out and the fixation of the piston-like member 7-p is released.
Is done. After the earthquake, the amplitude motion of the weights 20 and 20-b stops.
Weight, 20 at the center of the sensor seismic isolation plate 20-cpss,
When 20-b returns, the lock valve 20-1 is depressed to receive the receiving portion.
Pressed into 20-ls or recessed in receiver 20-ls
Or if it blocks the flow of liquid (gas), etc.
Piston shaped to return to its original position by spring 9-c
The member 7-p is fixed. And function as a fixing device
You. The tip portion 20-lt in contact with the lock valve weight is
Projecting from the valve 20-1. This allows
The end 20-lt can be made thinner, so that the weight 20, 2
0-b falls into the hole of the tip 20-lt,
Prevent the sensitivity of the seismic sensor from becoming worse
You. The tip 20-lt is attached to the weights 20, 20-b.
Therefore, the tip has a slope such as a cone so that it can be pushed back.
Have been killed. With the lock valve 20-l and the receiving part 20-ls
When shutting off the flow of liquid (gas), etc.
Liquid (gas) by the piston-like member 7-p at the time of the earthquake until the earthquake
The pressure applied to the valve (lock valve 20-1) such as
Works only on the outer periphery of the valve (drilling down the receiving part 20-ls)
And the lock valve 20-1 fits into it.
No pressure is applied to the bottom of the lock valve 20-1), the weight 20,
Works as a force to lift and push 20-b
No Therefore, weight 2 as an earthquake sensor amplitude device
Do not affect the sensitivity of the seismic sensor by 0, 20-b.
No. Further, the weight (20, 20
Spherical surface, mortar or cylindrical trough surface, V-shape for sliding −b
(With concave sliding surface such as valley surface) Sensor seismic isolation plate 20
-Cpss is attached to the fixing device body,
With a shape that does not come into contact with the weights 20 and 20-b at the time of sliding,
A curved surface parallel to this sensor seismic isolation plate 20-cpss (seismic isolation plate
If it is conical if it is mortar-shaped, and if the seismic isolation plate is spherical
Weights 20, 20-b of the weights 20 and 20-b.
There is a pssu, weight 2 due to the tip 20-lt at the time of wind
0, 20-b is prevented from lifting. In addition, weight 2
0, 20-b is in the liquid (the height of the liquid or the like or the liquid or the like)
(See level 7-ao)
It is possible to improve the sensitivity of earthquake sensors. this
Place on pendulum weight 20-e instead of weights 20 and 20-b
It is possible even if it changes. In this case, the sensor seismic isolation plate 20
-Cpss and upper presser 20-cpssu are unnecessary.
You. FIG. 293 (b) shows a state in which the lock valve 20-1 is slid.
When the lock valve 7-sf is considered as 8.1.2.2.
5.1. It can also be said to be a (lock) valve system. Figure
293 (a) (b) lock valve pipe 20-cp and lock
The valve 20-1 has a cone shape or the like.
Directly and indirectly by the pressure from the
Direction in which the weights 20, 20-b and 20-e acting as sensors are pressed
(Lifting (lower)). Ma
The cone is open in the direction in which the valve opens.
Direction) and narrow in the direction in which the valve enters (the direction in which it closes).
Oblique shape). As a result, the weight 2
0, 20-b is parallel to sensor seismic isolation plate 20-cpss
Of the curved surface weights 20 and 20-b (fixing device body
Pressed on 20-cpssu)
Weights 20 and 20-b are locked as earthquake sensors
Is done. This prevents seismic isolation from working in strong winds.
Instead of these weights 20 and 20-b, a pendulum weight 20-e
And the same applies to the pendulum shaft or support 20
-I, and the weight 20-e is locked. This
This is the invention of claim 226-4 (8.13.3.
Seismic isolation lock 3 in wind). 2) Pendulum weight FIG. 310 shows a pendulum type weight 20-e of the present invention.
This is an example. In the embodiment of FIG.
If the tube 20-cp is inserted into the outlet / outlet path 7-acj
Therefore, the lock valve pipe 20-c which itself is movable (up and down)
p and the lock valve pipe 20 attached to the fixing device body and
Receiving -cp interrupts normal flow of liquid (gas) etc.
Receiving material 20-cs. Lock valve pipe 20
-Cp is the output of the weight 20-e at the time of the earthquake.
It becomes a valve of the exit path 7-acj. Normally, weight 20-
The lock valve pipe 20-cp is received by the holding and supporting of e.
The flow of liquid (gas) etc. is pressed against the material 20-cs
Cut off. During an earthquake, the weight 20-e moves with amplitude movement,
The weight 20-e loses its holding and support, and the spring 9-c (vibration)
The movement of the weight 20-e of the lever to the center of the lock valve pipe
20-cp with enough repulsion to push down)
Therefore, the lock valve pipe 20-cp is moved by the spring 9-c.
Lock valve pipe 2 away from receiving material 20-cs
Liquid (gas) or the like enters 0-cp and lock valve pipe 20-c
Liquid (gas) flows out of the opening 20-cpo of p,
The fixation of the piston-shaped member 7-p is released. After the earthquake, heavy
20-e stops the amplitude motion and the sensor seismic isolation plate 36-
When the weight 20-e returns to the center of the vm, the lock valve pipe 20-e is returned.
cp is pressed down (up) and pressed against the receiving material 20-cs.
When the flow of the body (gas) is interrupted, the spring
The piston-like member 7-p returning to the original position is fixed.
It is. And it functions as a fixing device. Lock valve pipe 20
The center of -cp is the weight of the seismic sensor amplitude device 20-e
Sphere, mortar or circle that slides (slides and rolls)
Concave sliding surface such as pillar valley surface, V-shaped valley surface, etc.
Sensor seismic isolation plate 36-vm
Instead of aligning with the center of the
The seismic sensitivity as a sir amplitude device is improved. The lock
The valve valve 20-cp is a liquid (gas) inside the cylinder like a cylinder.
That allow flow such as body), or U-shaped material, L-shaped material, H-shaped material
Tubes separated by receiving material 20-cs like T-shaped material
Eggplant and the like. FIG. 311 to FIG.
In the embodiment, FIGS. 311 (a) and 3 (b) show the U-shape.
311 (c) and (d) are shapes, and FIG. 312 (a)
(B) is the case of the H-shaped material, and FIGS. 312 (c) and (d) are the cases of the T-shaped material.
(Embodiments in FIGS. 311 to 312 show sliding weights 20-
b, the weights 20-b and 20-e
Upside down, receiving material 20-cs and lock valve pipe 2
0-cp to raise the lock valve pipe 20-cp
When a simple spring is used, it corresponds to the embodiment in the case of a pendulum weight.
). (13) Weight and indirect valve system 2 Claims 138 to 139 are weight-linked indirect valves.
This is the invention of method 2. Exit and exit route 7-acj and weight
20 (ball-type weight 20-b, pendulum weight 20-e)
Eliminates gaps, improves airtightness, and secures when wind
Improves stability as a valve function as a device,
With the invention to increase the sensitivity as an earthquake sensor during an earthquake
is there. FIGS. 294 to 295 show the sliding type weight of the present invention.
This is an invention based on the weight 20 (ball type weight 20-b). 1) At the time of wind The pressure is liquid by the piston-like member 7-p by wind pressure
(Liquid (gas) begins to flow slightly
). Due to the pressure, the weights 20 and 20-b are locked.
20-cp (the flow of liquid (gas) stops.
), The lock valve pipe 20-cp slides, and the receiving material (solid
(Attached to the fixed device body) 20-cs
As a result, the flow of liquid (gas) or the like stops. When the flow stops
This time, the weights 20, 20- from the lock valve pipe 20-cp
The suction of b stops, and the weights 20, 20-b come off. Heavy
When the locks 20 and 20-b come off, the lock valve pipe 20-
cp receiving material (attached to the fixing device body) 20
-Cs is no longer pressed, and the weight is
(Because it is in the immediate vicinity of the pipe (inlet 20-cpi))
20, 20-b are sucked into the lock valve pipe 20-cp.
Repeat this to stop the flow of liquid (gas) etc.
The movement of the pin-shaped member 7-p is stopped. 2) During an earthquake The pressure is liquid due to the piston-like member 7-p due to seismic force
(Liquid (gas) begins to flow slightly
). The weights 20, 20-b are sucked into the lock valve pipe 20-cp.
When locked (the flow of liquid (gas) stops)
The valve pipe 20-cp slides, and the receiving material (in the fixing device body)
Liquid attached to 20-cs)
The flow of (gas) etc. stops. When the flow stops,
Of the weights 20, 20-b from the check valve pipe 20-cp
Stops, and the weights 20, 20-b come off. Weight 20, 2
If 0-b deviates, seismic force is working.
The weight 20, 20-b is the suction of the lock valve pipe 20-cp (
20-cpi, the lock valve pipe 20-cp
And the flow of liquid (gas) etc. starts,
Start seismic isolation. After the earthquake, the weights 20, 20-b
Concave or concave concave surface such as cylindrical or V-shaped valley surface
(Sliding / rolling surface, the same applies hereinafter)
For the shaker 36-vm, return to the original position (lock valve
Return to (close to) the entrance 20-cpi). (Lock valve pipe
(Return to the vicinity of (suction port 20-cpi))
Spring restoring type without using sensor seismic isolation plate 36-vm (spring
Restoration type seismic sensor amplitude device 15), pendulum type (pendulum)
Type earthquake sensor amplitude device 13) may be used. By this
Good seismic sensitivity as an earthquake sensor, fixed in wind
The stability as a device is also high. Because in Figure 298
Has good stability as a valve function as a fixing device in wind.
However, in the event of an earthquake, weights 20 and 20-b are at the exit / exit route 7
-Earthquake sensitivity is poor when sucked into -acj. In FIG. 304,
Good seismic sensitivity, but due to movement of piston-like members during wind
20, 20-b to receive the pressure of liquid, gas, etc.
There are some factors that make the stability of the valve function unstable.
Was. In this way, the earthquake sensitivity as an earthquake sensor is improved.
In other words, the stability as a fixing device in wind is lacking,
If the stability as a fixing device at the time is improved, an earthquake sensor
This invention solves the problem that the earthquake sensitivity as
are doing. Meaning of opening 20-cpso for support of lock valve pipe
The taste is the support of the lock valve pipe 20-cps and the opening 20-cps.
If there is no cpso, weights 20 and 20-b are lock valves
After being sucked into the tube 20-cp, it is pushed into the receiving material 20-cs.
Lock valve even if the flow of liquid (gas) etc. stops
There is a flow in the gap between the pipe 20-cp and the fixing device body
Weights 20 and 20-b while the weights 20 and 20-b are sucked.
Lock to solve the problem that 0-b does not come off
The flow in the gap between the valve pipe 20-cp and the fixing device body is
Through the opening 20-cpso, the weights 20, 20-b
This is because the inhalation is eliminated. FIG. 295
A fixing device that also serves as a damper (see 8.4.4.1)
You. In addition to the configuration in FIG. 294, the liquid storage tank 7-ac or
Externally from the accessory chamber 7-ab or the piston-like member 7-p
A return port 7-er for returning to the insertion tube is provided and a valve (reverse flow
Prevent valve) Add 7-fs. Exit / Exit route 7-acj
Of the opening area of the return port 7-er
The size of the area is increased, and the return port 7-er is
When the spring member 7-p opens in the direction of exiting the cylinder 7-a,
Other than that, the valve is closed. Exit / Exit route
Reducing the size of the opening area of 7-acj and returning
Depending on the nature of the valve provided at the port 7-er,
Insertion portion 7 of concave shape such as mortar shape, spherical shape, etc. of fixed pin 7
Add resistance to movement from center to periphery in vm, 7-vmc
In addition, the size of the opening area of the return port 7-er is increased.
To the facts and the nature of the valve provided at the return port 7-er
More resistance to the return of fixed pin 7 to its original position during an earthquake
Move quickly without giving, and again, from center to periphery
Resistance. In this way,
The damper has a displacement suppressing effect and the like. Also, during seismic isolation
Outlet-exit path 7-ac
The valve on j must be open during an earthquake
However, in order to maintain the open state during the earthquake,
95 is different from FIG. 294 in that the passage opening 7-abj has the weight 2
0, 20-b, and the entrance 7-abj at the time of seismic isolation
Liquid (gas) blows out from the weight 20, 20-b
Returning to the normal position is delayed. for that reason,
A valve (weight 20, 20) provided in the outlet / outlet path 7-acj
20-b) is open and the fixing mechanism is
I try not to work. 294 to 295 are shown in FIG.
Although an example using the ball type weight 20-b is shown,
(Sliding type) weight 2 instead of ball type weight 20-b
0 or an embodiment using a pendulum weight 20-e is also possible.
Noh. (14) With an amplifier The invention according to claim 139-2 is a valve (lock valve pipe 20-c).
p, lock valve 20-1, sliding lock valve 7-sf)
Pressure from the piston-like member 7-p is applied to the
Is to solve the problem that is worse. 8.1.2.
2.5.1. (Lock) valve type
It is. Any one of claims 125 to 139
In the fixed device equipped with the earthquake sensor amplitude device described in the paragraph
And the valve (lock valve pipe 20-cp, lock valve 20-l,
Ride-type lock valve 7-sf)
Direction) (e.g., a cone)
The valve insertion port is also inclined like the valve, and the piston
The valve comes out (opens) when it receives the pressure from the material 7-p
Then, receiving the force to open (open), gears, pulleys, levers
In such a case, the force is weakened, and the tip portions 20-cpt, 20-
tell lt a small (sensor) weight as a lock
20, 20-b and 20-e.
You. FIG. 313 to FIG. 314 are examples thereof, and FIG.
This is an embodiment using gears. Cylindrical lock valve 20-1, circular
The outer shape of the cylinder is inclined (the valve
Wide in the opening direction (opening direction)
Direction) with a narrow slope). That
The valve comes out when it receives pressure from the piston-like member 7-p
(Open). In addition, the lock valve 20-1
A piston-like member 7 for applying an equal pressure to the entire circumference
The outlet path 7-acj from the insertion tube 7-a of the
Around the valve 20-1 with an annular 7-acjr
I have. The cylindrical lock valve 20-1 has a lever force point 36.
A member for transmitting force to the lever 36-b, which is
attached. By this lever 36-b, the gear (large) 36
The force is transmitted to the action point 36-dti of -d. This effect
At the point, the action displacement is the ratio (from the fulcrum 36-h to the action point 3
6-dti / large from fulcrum 36-h to power point 36-1)
Power is amplified, but the force is reduced according to that ratio. So
And the rotation of the gear (large) 36-d to the gear (small) 36-e
The force is transmitted to the small gear 36-ea integrated with the shaft.
Then, the gear (small) 36-e is rotated. Pin 20-p is
The upper member 20-pu joined by the pin 20-pp
The lower member 20-pd.
Is engraved with a rack 20-pr, and the lower member 20-p
The rack 20-pr of d is made of a spring or the like (elasticity
20-pds gear (small) 36-
e. Therefore, the pin 20-p
The gear (small) 36-e is
Direction of the pin 20-p
Then, the gear (small) 36-e is a rack 20 of pins 20-p.
-The gear (small) 36-e can rotate without getting caught on pr
You. The gear (small) 36-e is a pin 2 for which this effect is obtained.
A freewheel that spins in the 0-p descending direction or
A gear using a one-way clutch may be used. In that case pin 2
0-p does not need to be divided into upper and lower members.
A spring or the like that presses the 20-pd (elastic body such as a spring or rubber)
Or a magnet, etc.)
0-p rack 20-pr meshes with gear (small) 36-e
ing. The gear (small) 36-e and the rack 20-
pr is a ratchet gear (pawl gear)
(Similarly, the rack 20-pr is in the direction in which the pins 20-p move up.
Is carved to mesh with the gear (small) 36-e only at
The locking effect is large and the locking effect is great.
The above ratio of lever 36-b (from fulcrum to action point / fulcrum
Weight) by adjusting the gear ratio between the gears.
To reduce the weight of the 20-b
Wear. Therefore, the piston-shaped member 7
The lifting of the pin 20-p by the pressure from the
It can be held down by the weight of 0-b, seismic sensor
Function, and in strong winds where more power acts, weight 2
0-b is lifted by the pin 20-p and the upper presser 20-
cpssu, and the earthquake sensor function is locked.
And the seismic isolation locks without opening the valve at the same time.
You. This is because 8.13. Seismic isolation lock at wind (especially 8.
13.3. It is a method that leads to seismic isolation lock 3) in wind
You. This configuration uses only gears that do not use the lever 36-b.
It is also possible by adjusting the ratio. FIGS.
Another embodiment with levers and gears. Cylindrical b
Check valve 20-l, cylindrical outer shape is the direction in which the valve comes out (open
(In the direction that the valve comes out (opens))
Conical shape with a narrow slope in the direction (close direction)
ing. Therefore, the pressure from the piston-like member 7-p is reduced.
The valve comes out (opens) when received. Also,
To apply an equal pressure over the entire circumference of the check valve 20-1
Exit path 7 of piston-like member 7-p from insertion tube 7-a
-Acj is an annular 7-ac around the lock valve 20-1.
jr. For cylindrical lock valve 20-1
Transmits the force to the lever 36-b, which becomes the lever power point 36-1
Is installed. Due to this lever 36-b
The force is transmitted to the point of action 36-dti of the rack plate 36-cp.
Is reached. At this point of action, the action displacement is the ratio (fulcrum 3
6-h to action point 36-dti / fulcrum 36-h to power point
36-l), the force is greatly amplified by the ratio
Accordingly, it is reduced. And transmission of force to the point of action 36-dti
Of the rack plate 36-cp by the
The power is transmitted to the gear (small) 36-d by the gear,
And a gear in which the rotating shaft is integrated from the gear (small) 36-d
The force is transmitted to the (large) 36-e, and the gear (large) 36-e
Rotate. The pin 20-p is engraved with the rack 20-pr.
The rack is rotated by the rotation of the gear (large) 36-e.
20-pr raises and lowers pin 20-p. gear
(Large) 36-e idles in the downward direction of pin 20-p
Freewheel or one-way clutch gear
Because the pin 20-p has been fully lowered
Idle. The rack 20-pr of the pin 20-p is also a part.
Partially chopped and emptied when pin 20-p is fully lifted
Turn over. The gear (large) 36-e and the rack 20-p
r is a ratchet gear (pawl gear)
(Similarly, the rack 20-pr is in the direction in which the pins 20-p move up.
Is carved so as to mesh with the gear (large) 36-e only at
The locking effect is large and the locking effect is great.
The above ratio of lever 36-b (from fulcrum to action point / fulcrum
Weight) by adjusting the gear ratio between the gears.
To reduce the weight of the 20-b
Wear. Therefore, the piston-shaped member 7
The lifting of the pin 20-p by the pressure from the
It can be held down by the weight of 0-b, seismic sensor
Function, and in strong winds where more power acts, weight 2
0-b is lifted by the pin 20-p and the upper presser 20-
cpssu, and the earthquake sensor function is locked.
And the seismic isolation locks without opening the valve at the same time.
You. This is because 8.13. Seismic isolation lock at wind (especially 8.
13.3. It is a method that leads to seismic isolation lock 3) in wind
You. This configuration uses only gears that do not use the lever 36-b.
It is also possible by adjusting the ratio. With the above configuration, 1) during normal operation a) during seismic isolation operation (weight 20 from piston-shaped member 7-p)
-Weight to lift class-b) When the weight 20-b is on the pin 20-p, the lever 36-b
And the weight of the weight 20-b by the gears 36-d and 36-e.
Is amplified, and the weight of the amplified
The pressure component opening the valve from member 7-p
(Small) 36-e, the pin 20-p pushes the weight 20-b
The lock valve 2 cannot rotate in the up (opening) direction.
Do not allow 0-1 to open. b) When the wind is strong Hold the weight 20-b from the piston-like member 7-p when the wind is strong
Even when receiving more pressure, the upper presser 20-cpss
the weight 20-b is pin 20-p pressed by u
There is no deviation. This upper presser 20-cpss
If the weight 20-b is held down by u,
Sensor function is locked. This allows
Press by the upper presser foot 20-cpssu until the first seismic isolation
The seismic sensor functions without being pressed, and the upper presser foot is held in strong winds
20-cpssu, seismic sensor machine
Noh is locked and seismic isolation can be locked
become. Here, during seismic isolation operation, approximately 100 gal or less, strong
Approximately 100 when converted to seismic force acceleration (for a lightweight house)
It may be considered to be equivalent to gal or more. In other words, strong wind about 100g
al is seismically isolated, and beyond that the seismic sensor function is used.
Locking and seismic isolation locking can be considered. Also
Set the seismic isolation lock level to 100 to 200 gal
You can do it. 2) At the time of the earthquake At the time of the earthquake, if the weight 20-b comes off the pin 20-p,
The gear (small) 36-e rotates in the direction in which the pin 20-p goes up.
The lock valve 20-l is allowed to open and the valve opens (lock
Because of the cone of the valve 20-1 the piston-like member 7-p
The valve opens when subjected to these pressures). 3) After the earthquake After the earthquake, the pressure from the piston-like member 7-p disappears
Weight of the lock valve 20-1 and the lock valve 20-1
Attaching part of lever to gear (large) such as spring, etc.
The weight of the ti (near) or the spring, etc., the lock valve 20
−l is closed (falling). And pin 20-
The weight 20-b presses again on p, and the lock valve 20-
I will not allow the opening of l. Here, seismic isolation lock in strong wind
Explaining the design of the weights 20, 20-b, 20
The weight of -e is W, and gears, pulleys, levers, etc. of that weight
Where n is the amplification multiple of
Valve from piston-like member 7-p acting on lock valve 20-1
When the pressure component that opens the air is P,
From the piston-like member 7-p acting on the lock valve 20-1
If the pressure component that opens the valve of P is P ', Wxn> P Wxn <P'
What is necessary is just to set the multiple n. (15) Embodiment FIG. 288 shows an embodiment of the fixing device according to claim 131.
Yes, the weight of the earthquake sensor amplitude device is spherical, spherical
・ Concave or cylindrical trough, V-shaped trough, etc.
Sensor with a section (sliding / rolling surface, the same applies hereinafter)
A seismic sensor in which the ball 20-b rolls on the base isolation plate 36-vm
This is the case of the sir amplitude device 14. Regarding the delay effect,
Unlike the embodiment of FIG. 297, the return route 7-er of another route is different.
, Weight of the exit / exit route 7-acj
By making the closure by 0-b sweet,
This is a case where the return of the material 7-p has a delay effect. FIG.
96 is an embodiment of the fixing device according to claim 131.
The weight 20 of the earthquake sensor amplitude device is a sliding member
Available, spherical, mortar or cylindrical trough, V-shaped trough, etc.
Weight sensor seismic isolation plate 36-vm with concave sliding surface
In the case of 20 is a sliding type earthquake sensor amplitude device 14
is there. Also, as in FIG. 281, the earthquake sensor amplitude device
Weights 20, 20-b slide on the flat sliding surface portion 3.
(Sliding / rolling)
The case of the sir amplitude device 15 is also conceivable. FIG. 297 is a diagram
To ensure a more delayed effect than the 288 embodiment,
Liquid 7-ao.gas extruded by ton-shaped member 7-p
Outlet / outlet route 7-acj for body to go out to liquid storage tank / outside
And the liquid extruded from the outlet-exit path 7-acj
Return path of another path in which 7-ao and gas return to 7-a in the cylinder
7-er and an exit / exit route 7-ac
j and the return path 7-er have a difference in the opening area.
The mouth / exit route 7-acj is large and the return route 7-er is
When the return path 7-er is small and the opening area is
If a valve is provided, a piston is required.
When the cylindrical member 7-p is extruded from the cylinder 7-a, it opens,
Otherwise, the valve is closed. Figure
297 describes a ball-type weight 20-b.
However, it is also possible to use the sliding member 20 instead.
It is possible. FIG. 298 shows the ground similar to the embodiment of FIG.
The weight of the seismic sensor amplitude device is a sphere, a spherical surface and a mortar
Or, use concave sliding surfaces such as cylindrical troughs and V-shaped troughs.
Sphere 20-b rolls over the sensor-isolated plate 36-vm
In the case of the earthquake sensor amplitude device 14 of
Piston shape under the weight 20, 20-b of the sir amplitude device
The liquid / gas extruded by the member 7-p is
If there is an exit 7-acj exiting from a
You. Regarding the delay effect, return route 7-er of another route
And return direction by attaching valves 7-f and 7-fb
It prevents backflow other than the flow of liquid (gas) to the system. Figure
298 describes a ball-type weight 20-b
However, it is also possible to use the sliding member 20 instead.
It is possible. FIG. 299 shows the amplitude of the earthquake sensor in FIG. 298.
The weight 20-b of the device fits into the exit / exit path 7-acj
Jams and friction increase, and the amplitude of the earthquake sensor
This is an invention that solves the problem of reduced sensitivity. Earthquake sensor
The weight of the amplitude device is a member on the rolling members 5-e and 5-f
20, spherical, mortar or cylindrical trough, V-shaped trough
Sensor seismic isolation plate 36-vm with concave sliding surface
The member 20 can be moved by the rolling members 5-e and 5-f.
This is the case of the moving type earthquake sensor amplitude device 14.
However, the ball 20-b is incorporated in this member 20,
−b has a gap that can move up and down in the member 20. This
Ball 20-b fits into the exit / exit route 7-acj
However, since the ball 20-b is lighter than the member 20,
When moving during an earthquake due to jamming (moving up to the above-mentioned gap)
Friction) is applied to the entire weight of the seismic sensor amplitude device.
Small and therefore less sensitive as an earthquake sensor
On the contrary, the ball 20-b fits into the exit / exit route 7-acj.
Enhances the airtightness of the valve in the wind and secures the wind sway
Will increase the effect. FIG. 300 is also the same as FIG.
298, the weight 20-b of the earthquake sensor amplitude device of FIG.
Are stuck in the exit / exit route 7-acj, causing high friction
Problem that the sensitivity of the seismic sensor
This is another invention to be solved. Earthquake sensor amplitude device
Weight is a sphere 20-b, spherical surface, mortar or cylinder
Sensors with concave sliding surfaces such as valleys and V-shaped valleys
A seismic sensor in which the ball 20-b rolls on the base isolation plate 36-vm
In the case of the circulator amplitude device 14, this sphere 20-b
In addition, a small ball 20-bb is incorporated.
Has a space that can move up and down within the sphere 20-b. this
The small ball 20-bb fits in the exit / exit route 7-acj
The small ball 20-bb was lighter than the ball 20-b
When moving during an earthquake due to the
Friction to the gap)
Small for the body, so sensitivity as a seismic sensor
Is not dropped, and conversely, the small ball 20-bb is the exit / exit route 7-
The airtightness of the valve at the time of wind is increased by fitting into acj.
Therefore, the effect of fixing the wind sway is enhanced. FIG.
Is the same as the embodiment of FIG.
Weight is a sphere, spherical surface, mortar or cylindrical trough surface, V
Sensor seismic isolation plate 36 having a concave sliding surface such as a valley surface
-Vm 20-b rolling system seismic sensor amplitude equipment
14 is the weight of the seismic sensor
0, 20-b is pressed by the piston-like member 7-p.
An outlet / outlet where the liquid / gas to be discharged comes out of the cylinder 7-a
This is the case where there is a route 7-acj. In FIG.
Describes a ball-type weight 20-b, but
Instead, the sliding member 20 can be used. Figure
Reference numeral 302 denotes an earthquake sensor amplitude as in the embodiment of FIG.
The weight of the device is a sphere, a spherical surface, a mortar or a cylindrical trough.
Sensor seismic isolation with concave sliding surface such as V-shaped valley surface
Earthquake sensor of the type where ball 20-b rolls on plate 36-vm
In the case of the amplitude device 14, the
Piston-like members at the upper and lower parts of the weights 20, 20-b
Liquid, gas, etc. extruded out of the cylinder 7-a
This is the case where there is an exit / exit route 7-acj. further,
Top and side, or bottom and side, or top and side
Extruded by a piston-like member at the bottom and side
Exit / exit route 7- where liquid / gas etc. exit from 7-a in the cylinder
It is also conceivable that there is acj. In FIG. 302,
Ball type weight 20-b is described, but instead
It is also possible to use the sliding member 20. FIG.
4 is a seismic sensor amplitude device similar to the embodiment of FIG.
Weight is a sphere, spherical surface, mortar or cylindrical trough
Sensor seismic isolation plate 3 with concave sliding surface such as V-shaped valley surface
6-vm sphere 20-b rolling earthquake sensor amplitude
This is the case of the device 14 (where the weight 20 is
(Slip method is also considered.)
The piston-like member 7-p is provided below the weights 20 and 20-b.
Liquid, gas, etc. extruded out of the cylinder 7-a
FIG. 29 shows a case where there is an exit / exit route 7-acj.
The difference from FIG. 8 is that the weights 20, 20-b are
-P is located in the direction of extruding liquid / gas
And that it is under pressure to push it up. So
Upper presser foot to prevent it from being pushed up by its pressure
20-bs (in the main body (housing etc.) of the earthquake sensor amplitude device
Supported). FIG.
31 is an embodiment of the fixing device according to item 31, wherein
The weight of the width device is the pendulum weight 20-e,
Seismic sensor amplitude device that becomes a seismic sensor
13. Seismic sensor amplitude device weight = valve 2
Extruded by a piston-like member 7-p below 0-e
Outlet / outlet path 7 through which the liquid / gas exits the cylinder 7-a
-Acj, but different from Fig. 317 (a)
Is the weight = the valve 20-e is moved by the piston-like member 7-p.
Is located in the direction in which liquids and gases are extruded.
And the pressure that pushes it up. However, hanging material 2
0-s is a rigid body (corresponding to only the tensile force in FIG. 317 (a)).
317 (a).
Under tension), fulcrum 20-h of the pendulum (fulcrum 20-h
Is supported by the main body (housing, etc.) of the earthquake sensor amplitude device.
), So you can respond to that power. pendulum
Speaking of the shape of the weight 20-e, the exit / exit route
The side other than the 7-acj hit is the movable jet during an earthquake.
One that opens more quickly due to the pressure of the liquid, gas, etc.
So that the force acts in the direction (the shape of the weight 20-e in FIG. 305).
It is advantageous to make it inclined. Also, this inclination
Sensitivity (sensitive / insensitive) can be determined. This means that
It can be used when arranging individual fixing devices. In other words, with the center of gravity
The seismic sensor of the nearby fixing device is insensitive, the surroundings are sensitive
It is possible to cope with the arrangement of feeling (see 8.3.2.). Late
The extension effect is different from the embodiment of FIG.
Exit-exit route 7-a without providing a return route 7-er
cj weight = by softening the blockage by valve 20-e
To provide the effect of delaying the return of the piston-shaped member 7-p.
Is the case. Of course, as in the embodiment of FIG.
It is also conceivable to provide a return path 7-er. Fig. 306
Is attached to the passage opening 7-abj in the embodiment of FIG.
-Ab and a ball-type valve 7-fb there.
The bottom surface of the accessory chamber is inserted into the insertion cylinder 7- of the piston-like member 7-p.
Slope downward in direction a, normally valve 7-fb is closed
The piston-like member 7-p is
When the valve 7-fb is designed to open when pushed down
It is. The delay effect (even if valve 7-fb is closed)
Liquids, gases, etc. through gaps that are not completely sealed
Is returned to the insertion tube 7-a). FIG.
4, FIG. 305 and FIG. 306 all show valves 20-e and 20-b
Even if pressure is applied during an earthquake, if seismic force works,
Because the seismic force is in the direction perpendicular to the pressure (the component force of the pressure is 0
), The valves 20-e and 20-b can be easily opened.
Things. 307 and FIG.
In the sixth embodiment, the piston-like member 7-p pushes
Weight = valve 20 due to the high pressure of the discharged liquid, gas, etc.
-E blocking of exit / exit route 7-acj becomes unstable
This is an embodiment that solves the problem of becoming. That is, liquid
When the pressure of gas or the like is considerably high, the bottom of the valve 20-e
Even if the inclination of the surface (with respect to the fulcrum 20-h of the pendulum) is
Then, the valve opens due to the pressure. The problem
In order to solve the problem, add via the exit / exit route 7-acj.
Extend the pendulum to the generic room 7-ab, exit / exit path 7
-Acj is closed with the valve 20-e from the position of the auxiliary chamber 7-ab
It is like that. As a result, high pressure is applied and the valve 2
The inclination of the bottom of 0-e (relative to the fulcrum 20-h of the pendulum) is
Eliminate instability of valve 20-e, if any
Becomes possible. FIG. 317 (a) is the embodiment of claim 131.
This is an example of the fixing device of
The weight of the pendulum is 20-e, and the pendulum causes an earthquake.
Earthquake sensor amplitude device 13 of the type in which the sensor is configured
Is the case. Seismic sensor amplitude device weight = valve 20-
liquid extruded by piston-like member 7-p below e
Exit / exit route 7-a from which body / gas exits 7-a in the cylinder
Although there is cj, the difference from FIG.
Valve 20-e is pushed out by piston-like member 7-p
It is located in the direction of extruding liquid, gas, etc.,
It is the point that receives the pressure to push down. But pendulum fulcrum
20-h can respond to the pressure, liquid and gas
Weight = opening of valve 20-e at the time of earthquake
Will not get worse. Regarding the delay effect,
A return path 7-er is provided, and valves 7-f and 7-fb are further provided.
To prevent backflow other than flow of liquid (gas) etc. to return
In. FIG. 317 (b) is a valve at the time of wind shown in FIG. 317 (a).
This is an invention that increases the airtightness of the
You. Similar to FIG. 317 (a), the amplitude of the seismic sensor
The weight is the weight 20-e of the pendulum, and the pendulum
Seismic sensor amplitude device 1 with a method of configuring a seismic sensor
In the case of No. 3, a ball 20-b is set on this weight 20-e.
And the ball 20-b moves up and down within the weight 20-e
It has a movable space. This ball 20-b is an exit / exit
The ball 20-b fits into the path 7-acj,
Because it is lighter than the weight 20-e,
Friction during the earthquake (moving up to the gap)
Small for the whole weight of the seismic sensor amplitude device,
Without decreasing the sensitivity as a seismic sensor.
b fits into the exit / exit route 7-acj
Enhances the degree of wind sway fixing by increasing the degree of sealing of the valve during wind
Will be. FIGS. 318 (a) to 322 correspond to FIGS.
Figure 317 (a) shows the ground of the earthquake sensor amplitude device.
This is an embodiment when the sensitivity of the seismic sensor is increased. FIG.
(A) shows that the weight of the seismic sensor amplitude device is the weight of the pendulum.
20 and the pendulum forms an earthquake sensor
In the case of the seismic sensor amplitude device 13 of the system,
The valve 20-e is integrated and uses the principle of leverage
Then, by the action of the lever 36-b via the fulcrum 20-h,
A fulcrum between the weight 20 and the valve 20-e integrated with the weight
Change the distance between the valves to make the valve distance longer, and
The valve 20-e works more sensitively than
This can increase the sensitivity to Earthquake sensor amplitude
Pisces at the top of the valve 20-e integral with the weight 20 of the device
The liquid, gas, etc. extruded by the ton-shaped member 7-p
When there is an exit / exit route 7-acj from the middle 7-a
However, the valve 20-e is moved by the piston-like member 7-p.
It is located in the direction of extruding liquid / gas to be extruded,
Subject to pressure to push up. But pendulum fulcrum 20-h
And the suction force of liquid, gas, etc.
The opening of the valve 20-e during an earthquake is worse
Absent. The above described FIGS. 305 to 318 (a)
Supported by the main body (housing etc.) of the earthquake sensor amplitude device
The fulcrum 20-h can be rotated 360 degrees in the horizontal direction.
Versatile joints support earthquake motion in all directions
Earthquake sensor and smoothly interlock with the valve
I do. In FIG. 305 to FIG. 317 (a), the earthquake sensor
Weight = valve 20-e, and in FIG. 318 (a),
Since the valve 20-e is integrated with the weight 20,
It becomes possible to interlock in a simple manner. FIG. 318 (b) shows the
The weight of the sir amplitude device rises and the weight of the small priest 20-d
It is the earthquake
Seismic sensor amplitude mounting by a rising priest who becomes a sir
In the case of the installation, the weight 20-d of the earthquake sensor amplitude device is
It is divided into a substantial weight portion 20-da and a valve portion 20-dc (the
Between the connecting portion 20-db) and the valve portion 20-dc.
The liquid / gas extruded by the ston-shaped member 7-p
When there is an exit / exit route 7-acj from 7-a in the cylinder
The fulcrum (= weight part 2)
Function of lever (= connecting portion 20-db) through 0-da)
As a result, the valve portion 20-d is compared with the movement of the weight portion 20-da.
c works sensitively and raises the sensitivity to earthquakes.
It is what is done. FIG. 319 shows the case of the handstand pendulum 13
Then, the weight 20-e of the pendulum 13 rises and supports it
(Supported by the main body (housing etc.) of the earthquake sensor amplitude device
The spring 20-k is provided at the fulcrum 20-h to allow it to stand alone.
(Or the base of the pendulum should be a universal rotary contact, etc.
And the pendulum support member 20-j so that the pendulum can stand on its own.
Self-suspended by a spring, etc.)
It moves and becomes a pendulum. FIG. 320 shows this FIG.
The weight which becomes the earthquake sensor at the base of the 19 handstand pendulum 13
20 when the earthquake sensor sensitivity is increased by installing
It is. Close to the fulcrum 20-h at the base of the handstand pendulum 13
Pendulum support material 20-j (also a pendulum support spring 20-j)
k) by installing a weight 20 to serve as an earthquake sensor
In the event of an earthquake, this weight 20 is
20-k) at the position where it hits and hits
Is the supporting material 20-j (also 20-k such as a pendulum supporting spring).
Because of the root, the valve part 20-e is amplified by the weight of the pendulum.
Is sensitive. FIG. 321 is similar to FIG.
A valve 36-bf is installed at the base of the inverted pendulum 13 of FIG.
As a result, the weight of the pendulum on it
And no longer be affected by the viscosity of oil or the like. So
Therefore, the pendulum weight 20 may react sensitively during an earthquake.
And become possible. Specifically, the base of the handstand pendulum 13
Pendulum support 20-j (also swing
The valve part 36-bf is installed on the child support spring 20-k), and
This is the exit / exit route 7-acj position. And that
By providing a pendulum weight 20 on the top,
It is possible to come out of the liquid. So this pretend
The child weight 20 is no longer affected by the viscosity of oil, etc.
It is sensitive to earthquakes. FIG. 322 corresponds to FIG.
Similarly to 3, the weight 20-b of the seismic sensor is
b) enters the power point and amplifies by the principle of leverage during an earthquake.
The valve 36-bf by the child is sensitive.
Weight 20 with a spherical lower part that can be rolled freely
-B is placed on the seismic isolation plate, and the power point of the lever 36-b is placed on top of it.
An insertion portion 36-m into which the hole enters is provided. Heavy due to seismic force
When the roll 20-b rolls, the power point 36-1 also moves in conjunction with it,
Thereby, the valve portion 36-b is set as an operation point of the lever 36-b.
f will move. At this time, the movement of the power point 36-1 is changed.
The width is determined by the weight of 20-b (and the insertion
36-m) from the displacement given to the point of force 36-b
Become. The amplitude of this power point 36-1 is supported from the power point 36-1.
From the distance of the point 36-h and the fulcrum 36-h, the point of action = the valve portion 36
−bf is amplified according to the ratio to the distance, and the movement of the action point is
Amplitude. This double amplified operating point = valve portion 36−
The movement of the valve portion 36-bf is increased by the movement of the bf.
Will be. Note that the lever fulcrum 36-h rotates in all directions.
It is the fulcrum of the turning lever. In addition, the power of lever 36-b enters.
The insertion portion 36-m of the weight 20-b to be inserted is also spherical or
It has a concave shape such as a mortar, and the tip of the lever 36-b is
It can follow and can transmit seismic force from all directions
It has become. Also, in this method, the weight 20-b itself
Since it can roll freely, it is used in FIG.
Without ball (bearing) 5-e under weight 20
Can be. FIGS. 323 to 325 show the earthquake sensor amplitude device.
The seismic sensor at the bottom of the
It functions like the pendulum 13 in FIG.
Similarly, a spring or the like is used for the portion of the pendulum 13 that supports the weight 20-e.
20-k is provided to make it self-sustaining, and it vibrates due to its elasticity during an earthquake
And become a pendulum. The weight of the pendulum is the valve
20-e, the valve opens at the time of the earthquake, and the exit / exit route 7
The liquid / gas in the cylinder 7-a from -acj is stored in the liquid storage tank 7-
After flowing out to ac or outside, the piston-like member 7-p becomes
Operation becomes possible, and the fixing pins and the like are released. FIG.
Lays this pendulum horizontally (horizontally),
In particular, it vibrates, but it also vibrates in one direction due to elasticity due to elasticity.
Moves into a pendulum and senses seismic motion
It is. Fig. 324 shows the pendulum rising diagonally in the vertical direction.
And also vibrates due to elasticity in vertical and horizontal earthquakes.
Become a child and sense seismic motion. Figure
325 raises the pendulum vertically and weights the pendulum 13.
Due to the elasticity of 20-k such as a spring supporting the
And expands and contracts due to earthquake vertical motion, and also vibrates in horizontal motion
To become a pendulum and to sense seismic motion
is there. FIG. 326 shows a plurality of outlets / exit routes 7-
Each of the acj has a weight 20 (Fig.
In 326, the ball type weight 20-b) or the weight is integrated with the weight.
To provide a lost (or linked to weight) valve 20-e
And by changing the cycle of this weight individually
More resonance with the ground cycle of the weight as a seismic sensor
Each time it has a width, it has a width to respond to the ground cycle
It becomes possible. In FIG. 326, the ball-type weight
20-b and the weight 20-e of the pendulum 13
Instead, both have ball-type weights 20-b,
The weight 20-e of the child 13 and one or both
It is also possible to use a connecting member 20. FIG. 327 also
In the same way as in FIG.
Weight 20 (Fig. 327 is a ball type)
Weight 20-b) Another embodiment of the valve-closing type
To improve the tightness of the valve and improve the performance of wind sway fixing.
It has the effect of improving. In FIG. 327, the exit / exit
The path above and below the path 7-acj is the weight of the two earthquake sensors.
This is an embodiment of the type which is closed by a valve 20, that is, a valve. FIG.
01, exit / exit on the side of the weight 20, 20-b
If there is road 7-acj, exit / exit route 7-acj
Weights 20 will be installed on the left and right sides of the vehicle. FIG. 327
In the description, the ball type weight 20-b is described.
Instead of the weight 2 of the sliding member 20 or the pendulum 13
It is also possible to use 0-e. FIG. 328
Clause 134: The seismic sensor amplitude unit and the fixing unit
FIG. 284 is an embodiment in which the fixed device is separated from the fixed device.
The installation part and the earthquake sensor amplitude device part are connected by the connecting pipe 7-ec.
Is connected. Earthquake sensor amplitude unit
Is an auxiliary chamber 7-ab of the seismic sensor amplitude device, etc.
It is made up of the body storage tank 7-ac or the outside,
They are connected by a mouth route 7-acj. Attached room 7-ab
Weights 20 and 20-b of the earthquake sensor amplitude device of
Etc., spherical surface, mortar or cylindrical trough, V-shaped trough, etc.
Sensor seismic isolation plate 36-vm with concave sliding surface
And the outlet-exit path 7-ac
j (in the event of an earthquake, weights 20, 20-b
When moving by seismic force, this exit / exit route 7-ac
j.). More
Holding the connection port 7-jc with the fixing device in the generic room 7-ab
I have. The seismic sensor amplitude unit and the fixed unit are linked.
The operation mechanism when connected by the tube 7-ec is shown in FIG.
Exactly the same as 288. This earthquake sensor amplitude unit
Is the weight 2 of the seismic sensor amplitude device as in FIG.
0 is a sliding member, spherical surface, mortar or cylindrical trough surface
Sensor seismic isolation with concave sliding surface such as V-shaped valley surface
Earthquake sensor vibration of the type in which the weight 20 slides on the plate 36-vm
There may be a width device 14. Also, as in FIG.
The weight 20, 20-b of the vibration sensor amplitude device is
Sliding the surface 3 (sliding / rolling) and restoring it with a spring 9
In the case of the seismic sensor amplitude device 15 of the
You. In addition, this seismic sensor amplitude device section is shown in FIG.
Similarly, the embodiment of FIG.
The liquid 7 extruded by the piston-like member 7-p
-Ao, gas, etc., liquid storage tank, outlet to the outside, outlet path
7-acj and its extrusion from exit / exit path 7-acj
Alternative route for the returned liquid 7-ao, gas, etc. to return to the cylinder 7-a
Return path 7-er is provided, and an exit / exit path 7-er is provided.
acj and return path 7-er have a difference in opening area.
Exit, exit route 7-acj is large, return route 7-acj
er is small, and the return path 7-er has a constant opening area.
A valve is not required in the following cases, but if a valve is provided,
When the piston-like member 7-p is extruded from the cylinder 7-a
Open and otherwise closed valves
is there. This earthquake sensor amplitude device is shown in FIG.
Similarly, the weight 20, 20-b of the earthquake sensor amplitude device
There may be an exit / exit route 7-acj at the lower part of the.
Similar to FIG. 301, the weight 20 of the earthquake sensor amplitude device,
When there is an exit / exit route 7-acj on the side of 20-b
There is also. As in FIG. 302, the weight of the seismic sensor
Exits and exit paths 7- at the top and bottom of
There may be acj. In addition, the top and sides
Or on the bottom and sides, or on the top and bottom and sides,
It is also conceivable that there is an exit / exit route 7-acj. Figure
329 is a fixing in the case of an interlocking operation according to claim 135.
It is an Example of an apparatus. With the above earthquake sensor amplitude device
Fixing device and seismic sensor amplitude device
Device unit and seismic sensor amplitude device unit) and independent fixing device
(See FIG. 284) in the case of connection with the connection pipe 7-ec
It is. In addition, as shown in FIG.
In some cases. That is, the concave insertion portion 7-vm and the insertion
The structure with the fixed pin 7 inserted in the entrance is seismically isolated.
For structure 1 and structure 2 supporting the seismically isolated structure
In some cases, it can be mounted upside down. Recessed insertion part 7-v
except for the relationship between m and the fixing pin 7 inserted in the insertion portion.
Otherwise, the other parts are almost the same as in FIGS. 288 to 329.
is there. Further, FIG. 330 illustrates the connection according to claim 133.
Embodiment using an inflexible connecting member of the member valve type fixing device
It is. Sliding in the cylinder without leaking liquid or gas
From the members of the structure 2 supporting the seismically isolated structure.
The piston-like member 7-p is a universal rotary contact 2-
x to the structure 2 supporting the seismically isolated structure
Connected to the support member 2-g placed, and seismically isolated
The insertion tube 7-a made of the member of the structure 1 is used as a support member.
Seismic isolation via 1-g and universal rotating contact 1-x
Connected to the support member 1-g installed on the structure 1
ing. Further, the piston 7-a
Liquid and gas extruded by the
To the attached room 7-ab which has a weight to be a seismic sensor,
The normal position where the weight 20-b normally closes as a valve
Exit and exit route
7-acj opens and the liquid storage tank 7-ac (or outside) part
Flow into the minute. This is an embodiment in that case. Earthquake sensor
The mechanism of the amplitude device section is the same as in FIG. FIG.
31 is the connecting member valve type fixing device according to claim 133.
This is an embodiment using a flexible connecting member. (A) in the figure
Normally, (b) shows the time of seismic isolation. 7-a in the cylinder
Piston that slides almost without leaking liquid or gas
The structure where the member 7-p is seismically isolated by 9-t such as a spring
Structure that is connected to supporting structure 2 and is seismically isolated
Structure 1 is insertion slot 31, flexible joint 8
-Flexibility of wire, rope, cable, etc. through fj
They are connected by a member 8-f. Earthquake sensor amplitude unit
The mechanism is basically the same as in FIG. 288, but FIG.
In the normal case, (b) is the case of the displacement amplitude at the time of seismic isolation.
Like the piston, when it is displaced during wind and seismic isolation,
The movement of the material 7-p and the flow of liquid, gas, etc. are fixed.
The valve (weight 20, 20-b (or
Valve 20-integrated with or linked to weight
e) Since pressure is applied to the mold and the mold reverses,
Location of Road 7-acj and Weights 20, 20-b, 20-e
It is better to reverse the relationship (when the weight is on the auxiliary room 7-ab side)
Is on the liquid storage tank 7-ac side and when it is on the liquid storage tank 7-ac side
On the accessory room 7-ab side). Further, in this embodiment,
The piston 7-p is connected by a flexible member 8-f
Because there is a spring, rubber, magnet, etc. in the cylinder 7-a
9-t is inserted, and the piston-like member 7-p is restored.
(Of course, the piston-like member 7-p
9 such as spring, rubber, magnet, etc.
The piston-like member 7-p may be restored at -c). What
Incidentally, in FIG. 328 to FIG.
For the mechanism of the mounting part, the valve is moved from the normal position by seismic force.
The valve opens and closes as the (weight) moves.
And other than those shown in the figure.
Use of the device (eg, those described in FIGS. 288-327)
Is also conceivable. These include seismic isolated structure 1 and seismic isolation
Structure 2 supporting the structure to be formed, a piston-like member and
There is a left and right relationship with the fixing device consisting of
Or there is a symmetric type that is switched up and down. 8.1.2.3. Direct method (automatic control type fixed device) The direct method uses force from an earthquake sensor (amplitude) device or
Direct control of the operating part of the fixing device by command
It is. 8.1.2.3.3.1. A type equipped with an earthquake sensor amplitude device. The invention of claim 107 is a direct type earthquake sensor.
It relates to an automatic control type fixed device equipped with an amplitude device,
An automatic control device is installed in the operating part of the fixing device,
Activate the seismic sensor amplitude device or command the seismic sensor
Supports seismically isolated and seismically isolated structures
Device that releases the fixation to the structure to be fixed and fixes it after the earthquake
It is. Regarding the direct type earthquake sensor amplitude device equipped type
Between the fixed pin type fixing device and the connecting member valve type fixing device.
And the case of (1) Fixing pin type fixing device This is the case where the operating part of the fixing device is a fixing pin. Direct method
Fixed pin type fixing device equipped with earthquake sensor amplitude device (automatic
Dynamic control type fixed device) is based on an earthquake sensor (amplitude) device.
The initial tremor of the earthquake
-Structure that is disengaged by pulling out from v and seismically isolated
Release the fixing with the structure supporting the seismically isolated structure,
It is a device that automatically restores its fixation after an earthquake. Directly
The fixed pin type fixing device of the type includes: a. Fixed pin system b. It is divided into two types, a pin type of connecting member system (inflexible member and flexible member). a. Fixed Pin System FIGS. 183 to 188 show the seismic sensor vibration of the fixed pin system.
Shows an embodiment of an automatic control type fixing device equipped with a width device.
You. FIGS. 183 to 184 show that the earthquake sensor amplitude device is heavy.
In the case of the force restoration type, FIGS.
In the case where the amplitude device is a spring restoring type, FIGS.
The seismic sensor amplitude device is of the pendulum type, and
183, 185, and 187 show the center contact type, and FIG.
4, FIG. 186 and FIG. 188 show the case of the peripheral contact type.
You. At the top or bottom of the fixing pin 7 (in the figure, the fixing pin 7
), And a fixing device automatic control device 22 is provided.
Can be b. FIGS. 132 to 134 and FIG. 139 show an inflexible member type connecting portion.
This is a material type pin type.
Detects microtremors and shakes the weight 20 of the earthquake sensor amplitude device.
Directly or by wire rope
The fixing pin 7 is removed from the insertion portion 7-v through the pad 8 or the like.
Seismic sensor amplitude device for pulling and inserting
1 shows an embodiment of a fixed type automatic control type. FIG. 139
The electricity generated by the mechanism of the earthquake sensor amplitude device of 1) and 2) below
The fixing pin 7 is inserted into the insertion portion 7 by an electromagnet by an air signal.
-The actual fixing device part when pulling out or inserting from v
An example is shown. Tip 7-w of fixing pin 7, and pi
The tip 7-w of the fixing pin 7 of the ton-shaped members 2-p and 1-p is
The abutting part is shaped to increase the frictional resistance.
And are normally engaged and locked together. During an earthquake
Automatic control of the fixing device by the signal from the earthquake sensor
The device (electromagnet) 22-a operates and the fixing pin 7 is released.
To support the seismically isolated structure 1 and the seismically isolated structure
This is a mechanism for releasing the fixing with the structure 2. FIG.
2 is a pin type of a flexible member type connecting member system according to the present invention.
(See 8.0.1.3.1). In addition,
1) Equipped with gravity recovery type and spring recovery type earthquake sensor amplitude device
Type a) Center contact type Fig. 183 shows the case where the seismic sensor amplitude device is the gravity restoration type
FIG. 185 shows an embodiment of a spring restoring type.
Is shown. Gravity restoration type, spring restoration type (seismic isolation plate type) earthquake
In the case of the sensor amplitude device, the earthquake sensor amplitude device 14,
Weights (sliding parts) 20 on the 15 seismic isolation plates and their (before the earthquake)
In addition, both the stop position (after the earthquake) and the contact point 23
-C is attached. Normally, weight 20 (slip
Part) stays at the stop position, and the contact 23-c of electricity or the like is heavy.
The fixed device automatic control device 22 operates by continuing to become
And the fixing pin is set (locked / fixed)
State (and power saving state after a certain period of time)
to go into). During an earthquake, the weight (sliding part) 20 moves and
If the continuation of the power state is broken,
Does not work, and the fixed pin (due to spring or gravity)
7 is released and the seismically isolated structure 1 and seismically isolated structure
The fixation to the structure 2 supporting the structure is released. earthquake
Later, the weight 20 (sliding part) is continuously moved to this stop position again.
Stays on and the energized state continues, automatically controls the fixing device
The structure 1 in which the device 22 is operated and the fixing pin 7 is isolated.
Is automatically restored to the fixed position (and after a certain time
Power saving state). In the case of a center contact type device,
The size of the contact 23-c determines the seismic isolation sensitivity of the seismic isolation device.
Set. The bigger the contact, the lower the sensitivity
Sensitivity increases. However, considering the residual displacement after the earthquake,
It is necessary to make it large enough. Also, the size of the contact
The sensitivity of the seismic isolation device can be adjusted by adjusting the
Can be adjusted. b) Peripheral contact type Further, methods other than the above-mentioned center contact type are also conceivable. Figure
184 and FIG. 186 show the embodiment.
Fig. 4 shows the case where the seismic sensor amplitude device is a gravity restoration type.
86 is a case of a spring restoration type. Gravity restoration type, spring restoration
Isolation of original type (seismic isolation plate type) earthquake sensor amplitude devices 14, 15
Weight 20 (sliding part) on shaking plate and its weight (before or after the earthquake
Electricity connection to both the surrounding area other than the stop position (after the earthquake)
Point 23-c is attached. Normally, weight 20
(Sliding portion) stays at the stop position, and the contact point 23-c contacts
Because there is no power supply, the fixing device automatic control device 22
Absent. During an earthquake, the weight (sliding part) 20 moves from the stop position.
Move, and both contacts 23-c of electricity etc. overlap and energize
Then, the fixing device automatic control device 22 operates, and the fixing pin
7 is pulled out and seismically isolated structure 1 and seismically isolated structure
The fixation to the structure 2 supporting the structure is released. And
After the earthquake, the weight 20 (sliding part) remains at the stop position again.
When the power is turned off, the fixing device automatic control device 22 operates.
Fixed pin 7 (due to spring or gravity)
Returns to the original position where the seismic isolated structure 1 is fixed.
Both a) center contact type and b) peripheral contact type are seismic isolation plates.
3 is a gravity-recovering, omnidirectional spherical or ground surface
It is desirable to have a concave sliding surface such as a pot,
It may be directional (including reciprocation, the same applies hereinafter). Also concave
In the case of the seismic isolation plate 3 with a flat sliding surface,
It becomes a mold, and a spring etc. (elastic body such as a spring or rubber or a magnet
Etc.) When the weight 20 (sliding part) is restored to the original position at 9)
It is. The weight 20 (sliding part) of the seismic isolation plate 3 is simply
May have a spherical shape. 2) Type with pendulum type earthquake sensor amplitude device a) Center contact type Fig. 187 shows the case where the seismic sensor amplitude device is pendulum type.
The example of the case is shown. Pendulum type earthquake sensor amplitude
In the case of the device, the pendulum of the earthquake sensor amplitude device 13 and the
Contacts 23-c such as electricity are attached to both the stop position
Have been. Normally, the pendulum stays in the stop position,
The contact device 23-c for electricity or the like continues to overlap,
The automatic control device 22 is operated, and the fixing pin is set (=
Locked and fixed) (and one
After a certain period of time, it enters a power saving state). During an earthquake, the pendulum
When the continuity of the energized state is broken,
The control device 22 does not operate (the spring or gravity
More) The structure to be seismically isolated when the fixing pin 7 is released
Fixation with the structure 2 supporting the structure to be shaken is released
You. After the earthquake, the pendulum continues to stay in this stop position again and again.
In other words, if the energized state continues, the fixing device automatic control device 2
2 operates to fix the structure 1 from which the fixing pin 7 is isolated.
Is automatically restored to the position where
After that, it goes into power saving state). b) Peripheral contact type Further, methods other than the above-mentioned center contact type are also conceivable. Figure
Reference numeral 188 shows this embodiment. Earthquake sensor amplitude
The combination of the pendulum of the device 13 and the surroundings other than its stop position
On the other hand, a contact 23-c for electricity or the like is attached. Normal
At this time, the pendulum stays at this stop position,
c does not come in contact with it, so that it is not energized,
Does not work and therefore does not act on the fixing pin. During an earthquake
In addition, the pendulum moves from this stop position,
When the contacts 23-c overlap and energize, the fixing device
The control device 22 is actuated, the fixing pin 7 is pulled out, and the
Structure supporting seismic structure 1 and seismically isolated structure
2 is released. After the earthquake,
When the pendulum stays and is no longer energized, the fixing device
The control device 22 does not operate (the spring or gravity
The fixing pin 7 is used to fix the seismically isolated structure 1
Return to position. A) center contact type, b) peripheral contact
Both types and pendulums should be omnidirectional
However, it may be unidirectional (including reciprocation, the same applies hereinafter). FIG.
83 to 184 show that the seismic sensor amplitude device 14
In the case of the original type, FIGS.
When the device 15 is of a spring restoring type, FIGS.
This is a case where the earthquake sensor amplitude device 13 is of a pendulum type. Ma
The gravity recovery type, spring recovery type, and pendulum type
The seismic isolator G is used for the seismically isolated structure 1 and the seismically isolated structure.
The supporting structure 2 is shown in FIGS.
In some cases, it may be installed in the opposite way. (2) Connection member valve type fixing device The connection member system is an inflexible member (FIGS. 145, 287, 3).
30) and flexible members (FIGS. 146, 279, 331)
Divided into In the connecting member valve type fixing device, the valve
It is also possible to provide a lock member to lock the (fixed valve)
In this case, the connecting member valve type fixing device is an indirect type.
Becomes a. In the case of an inflexible member FIG. 145 shows an embodiment of an inflexible member type of the connecting member system.
It is. This fixing device G comprises a structure 1 to be seismically isolated,
Installed between the structure 2 supporting the structure to be shaken,
In FIG. 145 (a), liquid, gas, etc. are almost leaked in the cylinder.
A structure that supports a seismically isolated structure that slides without
2 is a universal member.
Support the seismically isolated structure via the rotary contact 2-x
Connected to the supporting member 2-g installed on the structural body 2
And its insertion cylinder 1-
a is the support member 1-g and the universal rotary contact 1-x
Support member 1 installed on a structure 1 to be seismically isolated
-G. In FIG. 145 (b), the liquid in the cylinder is
Sliding with almost no leakage of body and gas, seismic isolation
The piston-like member 1-p, which is a member of the structure 1, is
Structure 1 to be seismically isolated via versal rotary contact 1-x
Connected to the support member 1-g installed at
Its insertion consisting of members of the structure 2 supporting the structure to be
The cylinder 2-a is a support member 2-g and a universal rotary contact
Structure 2 supporting structure to be seismically isolated via 2-x
Is connected to the support member 2-g installed at these
Supports the seismically isolated structure 1 and the seismically isolated structure
The relationship between the structure 2 and the fixing device G is left / right or up / down.
It is a symmetric type replaced by Furthermore, this insertion tube 1-
a, 2-a sandwiching the piston-like members 2-p, 1-p
Opposite sides (the end of the range where the piston
A path (tube) 7-e for connecting liquid and gas, etc.
This fixing device is provided in the middle of this path (tube) 7-e.
As a valve for fixing G (fixed valve), electric valve, solenoid valve, machine
7-ef such as mechanical valve and hydraulic / pneumatic (hydraulic / pneumatic) valve is installed.
It is. This valve (fixed valve) 7-ef is an electric valve, a solenoid valve, or the like.
In the case of the electric type, the amplitude sensor and the electric wire 23
Therefore, in the case of a mechanical valve,
By wire and rope, cable, rod, etc. 8
Linked to each other and opened by the command / movement (vibration of weight 20).
It is closed. Usually this electric valve, solenoid valve, mechanical type
7-ef such as valves and hydraulic / pneumatic (hydraulic / pneumatic) valves are closed
The liquid and gas in the insertion tubes 1-a and 2-a can be freely
It cannot move in the route (tube) 7-e. In case of electric type
When the seismic sensor amplitude device detects a certain level of seismic force
An electric signal is sent from the mechanism as in (1) and the mechanical type
, The weight 20 of the earthquake sensor amplitude device vibrates and interlocks
This electric valve, solenoid valve, mechanical valve, hydraulic and pneumatic (hydraulic
7-ef such as pneumatic valve opens to release the fixing of fixing device G
To support the seismically isolated structure 1 and the seismically isolated structure
Release the fixation to the structure 2 and use the earthquake sensor (amplitude) device
Senses that the seismic force has fallen below a certain level (weight 2
0 is no longer vibrating), this electric valve, electromagnetic
7-ef such as valves, mechanical valves, hydraulic / pneumatic (hydraulic / pneumatic) valves
Close again to fix the fixing device G, and the seismically isolated structure 1
By fixing the structure 2 supporting the structure to be seismically isolated,
This is a mechanism to return to a normal state. Then the earthquake sensor amplitude
After the device detects that the seismic force has fallen below a certain level
(After the weight 20 stops vibrating),
Timer or delay to secure the fixation device
(See 8.5.) In some cases. b. In the case of a flexible member In the case of a flexible member, it is required that the connecting member is a flexible member.
Except for this, the configuration is basically the same as that of the inflexible member.
Structure 2 supporting the structure to be seismically isolated or seismically isolated
Fixing device installed on any one of the structures 1
The operating unit 7-p and the other structure by the fixing device
Through the insertion port 31 provided on the side of the structure where
Of flexible members 8-f such as wires, ropes, cables, etc.
Connect with connecting members. The other structure body and the flexible part
Flexible point that can be rotated 360 degrees with material 8-f
The joint becomes 8-fj. Regarding the shape of the insertion port 31
Is, for example, one-way (including round trip, the same applies hereinafter) restoration performance
If you want to have a rounded corner-shaped insertion port,
Insertion through rollers, omnidirectional recovery
Is a rounded bowl-shaped insertion hole, trumpet-shaped insertion
A flexible member 8-like a mouth, a mortar-shaped insertion port or the like.
round the corner where f and its insertion port 31 are in contact,
Via a rotor (in which case, the flexible member 8-f
Divided into two orthogonal directions (the two axes are orthogonal to each other)
It is necessary to provide a rotor such as a roller corresponding to the
For example, it is better to reduce the friction. In addition, the insertion slot 31
The material is preferably a low-friction material, and strength is required. FIG.
6 is an embodiment of the connecting member valve type fixing device for the flexible member.
is there. 287 and 330 of the inflexible member and the flexible portion
FIG. 279 and FIG. 331 of the material show 8.1.1.2.2.5. Theory
It's clear. 8.1.2.3.2. Earthquake sensor equipped type (by electricity etc.)
(1) General In addition, electrodynamic type, piezoelectric type, variable resistance type (sliding resistance type,
Strain gauge type), variable inductance type (gap change)
Type conversion element, differential transformer, etc.), servo acceleration type, etc.
Or other type of vibrometer used for seismometers
With an automatically controlled fixing device equipped as an earthquake sensor
Conceivable. The content of the invention described in claim 107 is
192, FIG. 193 (Earthquake sensor is J-b
) Shows the embodiment. Earthquake sensor J-b,
And a fixed device interlocked with an electric wire 23 for transmitting a signal to the fixed device.
Automatic control device 22 is installed, and the seismic force exceeding a certain
(Acceleration, velocity, displacement, etc.)
b detects this, and the fixing device automatic control device 22 sets the fixing pin.
It operates to release the operating part 7 of the fixing device such as
Structure supporting structure 1 to be isolated and structure to be isolated
The fixation with the body 2 is released. At the end, seismic force
Is below a certain level, and the earthquake sensor Jb detects the end of the earthquake.
After a certain period of time after the completion of the
2 is a structure in which the operating part 7 of the fixing device such as a fixing pin is seismically isolated.
The structure 1 is returned to the fixing position. This fixed device
G supports seismically isolated structure 1 and seismically isolated structure
192 to FIG. 193 are taken in reverse to FIG.
In some cases. "Seismic force above a certain level",
In addition, "Seismic force below a certain level" (fixed device automatic control device
How much earthquake can be caused by fixing devices such as fixing pins
Release the moving part and fix it
Set (= lock / fix) the operating part of the fixing device such as
Ruka) can be adjusted, and the status of each site
Be able to set according to the situation. (2) A type equipped with an earthquake sensor based on seismic power generation (8.1.
2.2.1. (2) 2)) The invention described in claim 108 is the above (1) (claim 10)
Item 7) The fixed type equipped with the earthquake sensor (amplitude) device of the invention described in
The seismic sensor of the fixed device is 7.2. (Claim 88)
This is the case with a seismic power generation device type earthquake sensor. 8.
1.2.3.2. (1) Instead of the type equipped with an earthquake sensor
In addition, 7.1. Seismic power generation device with seismic isolation described, or
7.2. Use the seismic power generator type seismic sensor described
Then, the fixing device is released. This is automatic
The control device directly releases the operating part of the fixing device.
You. In this case, when the fixing device operates, it generates its own power.
No power equipment is required because the electricity is used. FIG.
2. Fig. 193 (when the seismic sensor is Jk)
An embodiment of the fixing device of the invention described in claim 108 is shown.
You. Earthquake acceleration, speed, or displacement is above a certain level
Then, the seismic power generation device type earthquake sensor J-k operates,
The fixed power automatic control device linked with the generated power
The mounting 22 also releases the operating part 7 of the fixing device such as the fixing pin.
Structure 1 to be seismically isolated and structure to be seismically isolated
Is released from the structure 2 that supports. At the end of the earthquake
As for seismic power,
Fixed time after the stationary earthquake sensor J-k stops operating
After that, the fixing device automatic control device 22 is connected to the fixing device
Operation part 7 to the position where the seismic isolated structure 1 is fixed.
Attribute. In addition, this fixing device G is a structure to be seismically isolated.
Figure 1 shows the structure 1 and the structure 2 supporting the seismically isolated structure.
192 to 193 in some cases.
Claim 109 is Claim 107 or Claim 108
The fixed device equipped with the earthquake sensor (amplitude) device described in
After the earthquake, the seismic sensor
The operation of the fixing device such as the fixing pin
A device is provided to automatically return moving parts to their original positions.
Fixed equipment equipped with an earthquake sensor (amplitude) device
It is a place. Claim 110 is claim 107 or claim
Item 108. A fixed type equipped with an earthquake sensor (amplitude) device according to claim 108.
In the fixing device, the insertion part of the fixing pin is
Earthquake sensor characterized by a concave shape such as a shape
This is a fixed device equipped with an (amplitude) device. (3) Fixed pin type / connecting member valve type fixing device Regarding the above (1) and (2), the fixed pin type fixing device
And a connection member valve type fixing device. 1) Fixing pin type fixing device FIG. 139 shows a fixing pin type fixing device (an inflexible member type connecting portion).
Material-based), and in response to a command such as electricity from an earthquake sensor
Then, the fixing pin 7 is pulled out from the insertion portion 7-v with an electromagnet.
Automatic control type equipped with an earthquake sensor when inserting and inserting
3 shows an embodiment of a fixing device. 7-
w and the fixing pins 7 of the piston-like members 2-p and 1-p
The part where the tip 7-w abuts will increase the frictional resistance
U-shaped, interlocking and normally locked
It is. During earthquake, fixed by signal from earthquake sensor
The device automatic control device (electromagnet) 22-a operates to
7 is released and seismically isolated structure 1 and seismically isolated structure
This is a mechanism for releasing the fixation to the structure 2 that supports the body.
In addition, a flexible member type connecting member system and a fixing pin
192, FIG. 19 and FIG.
3). 2) Connection member valve-type fixing device FIG. 145 shows a case of the connection member valve-type fixing device.
The operation of the fixing device is fixed by the command of electricity etc.
Automatic control fixing device equipped with earthquake sensor when canceling
This is an embodiment of the present invention. This fixing device G is a structure to be seismically isolated.
1 and a structure 2 supporting the structure to be seismically isolated.
In FIG. 145 (a), a liquid or gas is
Supports seismically isolated structures that slide without leaking
The piston-like member 2-p composed of the members of the structural body 2
Structure that is seismically isolated via the universal rotary contact 2-x
Connected to the support member 2-g installed on the structure 2 that supports
That is made of the members of the structure 1 to be seismically isolated
The receiving cylinder 1-a is connected to the support member 1-g and the universal rotary contact.
A support installed on the seismically isolated structure 1 via point 1-x
It is connected to the holding member 1-g. In FIG. 145 (b),
Sliding through the cylinder with almost no leakage of liquid, gas, etc.
Piston-like member 1-p made of a member of structure 1 to be shaken
Is isolated through the universal rotating contact 1-x
Connected to the support member 1-g installed on the structural body 1.
From the members of structure 2 that support the structure to be seismically isolated.
The insertion tube 2-a has a support member 2-g and a universal
Support the seismically isolated structure via the rotary contact 2-x
Connected to the support member 2-g installed on the structural body 2
You. These are the seismically isolated structure 1 and the seismically isolated structure
The relationship between the structure 2 that supports the
Or it is a symmetrical type that is turned upside down. Furthermore, this
Piston-shaped members 2-p, 1 of insertion cylinders 1-a, 2-a
opposite sides across p (the piston-like member slides
Path (tube) of liquid, gas, etc. connecting the end of the range)
e is provided, and in the middle of this route 7-e,
Motorized valve, electromagnetic valve
7-ef such as valves, mechanical valves, hydraulic / pneumatic (hydraulic / pneumatic) valves
Will be installed. This valve (fixed valve) 7-ef is an earthquake sensor
And open / close by the command
Things. Normally, this electric valve, solenoid valve, mechanical valve,
7-ef such as hydraulic / pneumatic (hydraulic / pneumatic) valve is closed,
The liquid and gas in the inlet cylinders 1-a and 2-a can be freely routed.
(Pipe) Cannot move within 7-e. Earthquake sensor is below a certain level
When the above seismic force is detected, this electric valve, electromagnetic
7-ef such as valves, mechanical valves, hydraulic / pneumatic (hydraulic / pneumatic) valves
Open structure to release the fixing of fixing device G, seismically isolated structure 1
Release from the structure 2 supporting the seismically isolated structure
The earthquake sensor senses that the seismic force has fallen below a certain level.
If you know, this interlocked electric valve, solenoid valve, mechanical valve, oil
7-ef such as pneumatic (hydraulic / pneumatic) valve is closed again and fixed
The structure G to be fixed and the seismically isolated structure 1 and the seismically isolated structure
To the structure 2 supporting the, and return to the normal state
Mechanism. At this time, the earthquake sensor detects that the seismic force is below a certain level.
Fixed after a certain period of time after sensing that
A timer may be provided to fix the device.
You. 8.1.2.4. Earthquake sensor (amplitude) device 8.1.2.4.1. Earthquake sensor (amplitude) device The earthquake sensor (amplitude) device is
Sir amplitude devices. 1) Earthquake sensor amplitude device The earthquake sensor amplitude device includes gravity recovery type, spring recovery type,
There are three types of pendulum type. Seismic sensor amplitude device weight
Vibrates due to seismic force and returns to its original position due to gravity or a spring.
Return to FIGS. 149 to 150 show the earthquake sensor amplitude device.
Is the case of the gravity restoration type. Earthquake sensor amplitude device 1
The seismic isolation plate 3 of 4 is a spherical surface or a concave sliding surface such as a mortar.
The amplitude is freed by vibrations during earthquakes.
The weight 20 (sliding part) slides on the surface, and the shape of the seismic isolation plate
Returns to the original position by gravity. 151 to 152,
This is a case where the earthquake sensor amplitude device is a spring restoration type. Earth
The seismic isolation plate 3 of the vibration sensor amplitude device 15 is a flat sliding surface
The amplitude is freed by vibrations during earthquakes.
The weight 20 (sliding portion) slides on the surface, and the weight 20 (sliding portion)
Original position by a spring, rubber, magnet, etc. connected to the
Return to 157 to 158 show the earthquake sensor amplitude device.
Is a pendulum type. With the earthquake sensor amplitude device 13
Is the pendulum whose amplitude has been set free by vibrations
The weight 20 returns to its original position by gravity. 2) Seismic sensor-equipped fixing device Electrodynamic type, piezoelectric type, variable resistance type (sliding resistance type, strain
Gauge type, etc., variable inductance type (gap change type conversion)
Element, differential transformer, etc.), servo acceleration type, etc.
Is an electric vibrometer of the type used for other seismometers
Is used as an earthquake sensor. 8.1.2.4.2. Installation of earthquake sensor (amplitude) device
Location 8.1.2. In each device of
Seismic sensor amplitude device (pendulum type 13, gravity restoration type 14,
The location of the spring restoration type 15) is the structure A to be seismically isolated.
Either structure B that supports the structure to be isolated
However, where vibration other than seismic force does not work,
The structure B that supports the structure to be formed is better. Also earthquake
When sending the command from the sensor by electricity etc., besides seismic force
It is also possible to use a place such as an underground where vibration does not work. 8.1.2.4.3. Design of earthquake sensor (amplitude) device (1) Period of earthquake sensor (amplitude) device 1) Period design of earthquake sensor (amplitude) device
This is an invention relating to the cycle of the arrangement. 8.1.2. Earthquake Sen
In each device of the fixed device equipped with
The period of the sensor part such as the weight of the vibration sensor (amplitude) device
(In the case of a seismic sensor amplitude device, the cycle of the weight)
The specific perimeter of the ground on the site where the structure where the
It is timely. Resonates in synchronization with the ground cycle
Such an earthquake sensor (amplitude) device has higher sensitivity. Ingredient
Physically, the ground type of the site to be built (1 type, 2 types, 3 types
Quake sensor (amplitude)
The cycle of the weight 20 is adjusted. The ground cycle of the site is long
In the case of the pendulum type, use a longer pendulum
Gravity due to the seismic isolation plate rather than the pendulum type
Restoration type (spherical type) and spring restoration type earthquake sensor (amplitude)
The device is suitable. Actually, the cycle of the weight 20 is
It is difficult to completely match the ground cycle,
However, there is no practical problem. 2) The weight resonance device of the seismic sensor amplitude device.
It is an invention relating to a weight resonance device. Share weight during an earthquake
In order to shake it, it is connected to the weight 20 (it is also connected to the fixing device).
8) room for wire, rope, cable, rod, etc.
(Sag) must be given. But give sagging
To reduce the sensor sensitivity, so that there is no sag
Is desired. Therefore, a weight collision is received around the weight 20.
And a surrounding material 20-a which also serves as a weight
Wire-rope-cable connected to fixing device at 0-a
・ Attach rods 8 etc. By doing so, during an earthquake
Weight 20 can resonate with the earthquake
Wires, ropes, cables, rods, etc. 8
There is no need to give room (sag). FIG. 274
This is an example. Weight 20 bounces due to resonance during an earthquake
To collide and vibrate the surrounding material 20-a.
You. Changing the weight ratio between the weight 20 and the surrounding material 20-a
As a result, the vibration of the surrounding material 20-a itself and the resonance of the
Sensitivity can be taken in consideration of balance. Weight 20 and surroundings
The interval between the members 20-a should be large enough to allow the weight 20 to resonate.
Is desirable. 3) A plurality of weight resonance devices of the seismic sensor amplitude device.
It is an invention related to a resonance device of a plurality of weights. Ground cycle
When considering a sensor that can handle the width of
20 and the vibration cycle can be changed for each weight 20.
With this, it is possible to have a wide range to respond to the ground cycle
become. (Period-frequency)
20 cycles of weight 20 for every frequent cycle
To match. FIG. 275 shows the embodiment. 4) A plurality of resonance devices of the earthquake sensor amplitude device.
This is an invention related to a multiple resonance device. Supports the width of the ground cycle
When considering possible sensors, the seismic sensor
A spring is also provided on the pendulum support itself, and
So that two cycles can be obtained,
It becomes possible to correspond. Ground cycle (especially initial fine
(P-waves) (frequency-frequency spectrum)
The top two of the cycle are pendulums and springs (springs, rubber, etc.
Period of the body or magnet). Spring is short cycle
In addition, the pendulum should be set to the medium and long cycle. FIG. 276,
FIG. 277 shows the embodiment. Earthquake sensor amplitude device
Ja is supported by a spring 9-u, etc.
It is installed separately from the device G, and is provided with a spring 9-u or the like.
It can be vibrated in the horizontal direction. This spring 9
-U indicates the short cycle, and the weight 2 of the earthquake sensor amplitude device Ja.
0 and the pendulum consisting of the suspension 20-s have a longer period
Each as a resonance region, and both as a whole device
The mechanism is such that resonance is obtained at the period of. Soshi
The period of this pendulum and spring is
(P-waves) (frequency-frequency spectrum)
To the top two in the cycle. This mechanism
The whole or heavy earthquake sensor amplitude device Ja during an earthquake.
When the weight 20 vibrates, the amplitude of the weight 20
s, rope, cable connected to support point 8-y
Cable, rod, etc., and then lever 3 of the amplifier
It is transmitted to the power point 36-l of 6-b. Wire, low
, Cable, rod, etc. 8 is an earthquake sensor amplitude device J-
The part between a and the fixing device G is the amplitude of the seismic sensor.
Flexible protective cover that can absorb vibration of device Ja
-36-ta. This wire, low
Loops, cables, rods, etc. 8 near the support point 8-y
In front of the point of force 36-1 of the lever 36-b,
Provided with an id member 19-a and an earthquake sensor amplitude device J
-A or the direction of vibration of the weight 20
Amplifier lever 36
To pull out the lock member 11 to the power point 36-1 of -b
It is converted and transmitted as a directional force. Also
Wires, ropes, cables, rods 8 and levers 36-
The point of connection with the force point 36-1 of b is a horizontally elongated hole 36.
-Z, end of wire, rope, cable, rod, etc. 8
The part 8-e has a shape that is capable of transmitting a tensile force and is oblong in shape.
Engage so that they can move freely within the range of the hole 36-z,
The seismic sensor amplitude device Ja and the weight 20 are at rest
Occasionally, the seismic center of the hole 36-z whose end 8-e is horizontally long is used.
At the end closer to the sensor amplitude device Ja.
ing. At this time, the horizontal direction of the horizontally elongated hole 36-z
The size of the seismic sensor amplitude device Ja and the weight 20
Is greater than the maximum amplitude of This mechanism enables the earthquake sensor
The force due to the vibration of the amplitude device Ja and the weight 20 increases this increase.
For releasing the lock member 11 of the fixing pin 7 after the width device
Only the directional force is transmitted. Leverage of this amplifier
According to 36-b, the displacement at the force point 36-1 is (fulcrum 3
Distance from 6-h to action point 36-ja) / (fulcrum 36-ja)
h to the force point 36-l) times the operating point 36-j
a, and the lock connected to the point of action 36-ja.
The displacement transmitted to the locking member 11 is amplified accordingly. However
The force at the point of action 36-ja is the force point 36-1 at this magnification.
Is the value obtained by dividing the force at
Need to be large. In FIG. 276, the fixing device G is installed.
The digit delay unit is the same as the hydraulic / pneumatic cylinder type of 8.5.2)
Mechanism. Viscous liquid inside the fixing device G
It is immersed in the body (gas), (from the insertion tube 7-a to the valve 7-
f, 7-fb) a first portion and (valves 7-f, 7-fb)
(Part after -fb) is divided into the second part
So that the fixing pin 7 is opened when it is retracted.
Valves 7-f, 7-fb and a pipe smaller in diameter than the valves
7-e (and the part of the lock member 11)
You. When the earthquake, the lock member 11 is released and the
The piston-like member 7-p is drawn into the insertion tube 7-a.
And open the valves 7-f and 7-fb, and the liquid (gas)
The valves 7-f and 7-fb are moved by the amount of the movement of the pin.
Move from the first part to the second part. Once
The fixed pin 7 is pushed out by a spring 9-c or the like.
Direction, but valves 7-f, 7-fb allow backflow
Since there is no liquid (gas), the diameter of the liquid (gas) is larger than that of the valves 7-f and 7-fb.
Transfer from the second part to the first part through the small tube 7-e
Will move. The valves 7-f, 7-fb and the pipe 7-e
Movement of the tip 7-w of the piston-like member
Is quick in the direction of entering the cylinder 7-a,
Is delayed in certain directions. Dirt and dust inside the fixing device G
Alternatively, it prevents water or the like from entering, and
To prevent liquid (gas) from leaking out from inside
Has a sealing member 7-pd at the opening of the insertion tube 7-a.
It is conceivable to provide a dustproof / waterproof cover 7-pc.
You. This is outside the fixing device G as in the case of FIG.
Even if it is installed, it is also incorporated directly into the opening of the insertion tube 7-a.
May be. FIG. 277 shows the fixing pin 7 of the embodiment of FIG. 276.
Is separated into two parts, and the horizontal
The force is received only by the external fixed pin 7-psa,
Horizontal force is not transmitted to the fixed pin 7-psc smoothly
This is the case where vertical movement is possible. At this time, fixed externally
Pin 7-psa (contact with internal fixed pin 7-psc
Between the end 7-psb and the internal fixed pin 7-psc.
End 7-psd (in contact with external fixed pin 7-psa)
One is a concave surface with a small curvature and the other is
A convex surface with a slightly large curvature is used.
The diameter of the external fixed pin 7-psa that becomes a stone is small,
The diameter of the inner fixed pin 7-psc is made very large,
That is, the external fixing pin 7-p with respect to the cylinder
The diameter of sa is large due to the large gap,
The diameter of the fixed pin 7-psc reduces the gap,
More internal fixed pin 7-psc as hydraulic piston
Sealability is improved, and external fixed pin 7-psa
Without transmitting the received horizontal force to the internal fixed pin 7-psc,
Supports only axial force, internal fixed pin 7-ps
c to prevent the cylinder from galling (biting)
It is also possible to make a pair. This method is fixed pin type
Can be used for all fixing devices. Especially the fixie
This is a still more advantageous method in the case of a fixed pin having a rectangular shape. (2) Omnidirectional sensitivity 1) Trump-shaped hole Seismic sensor shown in Figs. 150, 152 and 158
Sir amplitude device (pendulum type 13, spring restoration type 14, gravity restoration type)
Both types of the original type 15) are connected to the weight 20 and the fixing device.
Wire, rope, cable, rod, etc. 8
If the direction of the seismic amplitude matches the seismic amplitude direction of the weight 20,
Transmitted to wire, rope, cable, rod, etc. 8
Good sensitivity to pulling or compressing force, and ground at other angles
The sensitivity becomes worse in the seismic amplitude, especially in the perpendicular direction. Claim
The invention described in paragraph 115 solves the problem.
266 to 268 show the embodiment. Earthquake vibration
Wire, rope, cable,
Equivalent pulling force or compressive force transmission to the pad 8
It is to be. Earthquake sensor amplitude device (pendulum type 1
3, gravity restoration type 14, spring restoration type 15)
Weight 20 is installed so that it can vibrate in all directions,
Wires, ropes, cables, etc. 8 joined above or below
And connected to the fixing device, immediately above the weight 20 or
Is the main unit (housing or
Support frame) (or inside or outside)
8 through the wire, rope, cable, etc. connected to 20
An insertion part having a mortar-shaped or trumpet-shaped hole 31 is provided.
In all directions of seismic force.
Equivalent tensile force or
Enables transmission of compressive force. Figure 266 is an earthquake sensor
When the amplitude device is a pendulum type, FIG.
FIG. 268 shows the case of the spring restoring type. FIG.
7. In FIG. 268, the weight 20 slides on the seismic isolation plate.
Rolling). In the figure, considering the high sensitivity,
Roller or ball bearing, etc.
Yes, but it is possible to slip. FIG. 267
It is a force-restoring type, and the seismic isolation plates are mortar type and spherical type.
Although it is considered to be a thing, the ground type 1 of the site to be built
Considering the seeds, two kinds, three kinds of ground cycles,
It is suitable to use a spherical type seismic isolation plate whose natural period can be matched.
I have. 2) Roller-shaped guide member Claim 116 is for the earthquake of the earthquake sensor amplitude device.
Sensitivity is constant regardless of the direction of the seismic force.
It is an invention of a fixing device equipped with an earthquake sensor amplitude device.
8.1.2. (Claims 92 to 111
A) Fixed device with seismic sensor amplitude device
In the horizontal direction of the weight 20 of the vibration sensor amplitude device, fixed device
Combine 8 such as wire, rope, and cable connected to G,
Roller immediately beside weight 20 (with room for amplitude dimensions)
The guide member 19-a (such as the rotation axis) in the vertical direction.
And two such wires, ropes, cables, etc.
Equal pull-out force or compression in all directions
By being configured to be able to transmit force,
The purpose is achieved. 276 and 277 are:
This is an embodiment of the present invention, where 8.1.2.4.3. (1) 4)
In detail. (3) Amplitude device for earthquake sensor with amplifier (part 1) The invention according to claim 117, wherein the earthquake sensor with amplifier is
FIG. 269 to FIG. 272, FIG.
Is an example of this. Leverage for earthquake sensor amplitude device
・ By incorporating pulleys, gears, etc.
Wire rope cable rod connected to width device
To increase the tensile or compressive length during earthquakes
To increase the sensitivity of the fixing device to earthquakes
It is. FIGS. 269 to 271 show levers used as amplifiers.
FIG. 272 shows that gears are used as amplifiers.
FIG. Fig. 269 is an earthquake sensor
-The amplitude device is of the pendulum type. Pendulum during an earthquake
When the weight 20 vibrates, the weight 20 causes the lever 36-b
It becomes a power point, and its amplitude is the fulcrum 36-h of the lever 36-b.
Via the other end of the lever 36-b (the lever
Point of action) when transmitted to 36-j.
h, the distance from the fulcrum 36-h to the point of action 36-j,
The wire rope cable is amplified according to the ratio of
The length to be pulled of the thread 8 increases. The lever fulcrum
36-h is a fulcrum of a lever that rotates in all directions. FIG.
70 is a case where the earthquake sensor amplitude device is a spring restoring type.
You. When the weight 20 vibrates during an earthquake, the insertion part of the weight 20
The force point 36-1 of the lever 36-b inserted in 36-m is connected.
It moves and vibrates, and its amplitude passes through the fulcrum 36-h of the lever.
Then, it is the other end of the lever 36-b (the action of the lever
Point) 36-j, the fulcrum 36 from the power point 36-1
−h and the distance from the fulcrum 36-h to the point of action 36-j
Is amplified according to the ratio of
The pulled length of the bull etc. 8 increases. The lever support
Point 36-h is the fulcrum of the lever that rotates in all directions. Figure
271 is the case where the seismic sensor amplitude device is the gravity restoration type
is there. When the weight 20 vibrates during an earthquake, the weight 20 is inserted
The force point 36-1 of the lever 36-b inserted into the portion 36-m is
It vibrates in conjunction, and its amplitude passes through the fulcrum 36-h of the lever.
Therefore, it is the other end of the lever 36-b (the lever
Point) 36-j, when it is transmitted from the power point 36-1
The distance between the point 36-h and the point of action 36-j from the fulcrum 36-h
Wire rope that is amplified according to the ratio of the distance
-The length to which the cable or the like 8 is pulled increases. In addition, lever
The child fulcrum 36-h is a lever fulcrum that rotates in all directions.
You. The seismic isolation plates are mortar type and spherical type.
Can be considered, but the ground type of the site where the weight cycle can be built
Consider matching one, two, and three different ground cycles
And, the seismic isolation plate is preferably a spherical one. FIG.
This is an embodiment in which a gear is used as an amplifier.
The case where the vibration sensor amplitude device is a spring restoration type is shown.
When the weight 20 vibrates during an earthquake, the amplitude of the weight 20
From the attached rack 36-c to the gear 36-d,
The gear 36-d rotates. In some cases, another gear
In some cases, the gear 36-
The rotation of d is transmitted to the second gear 36-e. And teeth
A wire connected to the car 36-d or the gear 36-e
The ropes, cables, rods, etc. 8 are pulled. This and
The size of the gear 36-d with respect to the rack 36-c,
Or the ratio of the size of the gear 36-e to the gear 36-d
If necessary, pull the wire, rope, cable, rod, etc.
The stretched length increases. 270 to 272.
In the embodiment, a ball (Bary
Ng) 5-e is installed, but ball (bearing)
Use roller (bearing) 5-f instead of 5-e
It is also possible. FIG. 205 shows an embodiment according to claim 117.
This is an example of an earthquake sensor amplitude device with an amplifier
You. When the weight 20 vibrates during an earthquake, its amplitude becomes 2
It is transmitted to 8-d etc., such as a rod connected to 0, and then amplified
It is transmitted to the power point 36-1 of the lever 36-b of the container. this
A flexible joint 8-j is installed on the rod 8-d.
Irrespective of the direction of vibration of the weight 20, the lever 3 of the amplifier
Only one-directional force is transmitted to the 6-b force point 36-1
It has become. In addition, the force of lever 8 and lever 36-b
The connection point with the point 36-1 is a horizontally elongated hole 36-z.
Then, the end 8-e of the rod 8-d is transmitted with a tensile force.
Shape and freely in the range of the horizontally elongated hole 36-z
When the weight 20 is at rest,
The portion 8-e is close to the weight 20 of the horizontally elongated hole 36-z.
It is located at the side end. At this time, it is horizontally long
The horizontal size of the hole 36-z is the maximum of the weight 20.
Greater than the amplitude. This mechanism causes the weight 20 to vibrate.
After this amplifier, the locking member 1 of the fixing pin 7
Only the force in the direction of releasing 1 is transmitted. This
According to the lever 36-b of the amplifier of FIG.
The position is (distance from fulcrum 36-h to action point 36-j) /
(Distance from fulcrum 36-h to power point 36-l)
The displacement at the point of use 36-j is connected to the point of action 36-j.
The displacement transmitted to 8-d etc. is amplified by that amount
You. However, the force at the point of action 36-j is the point of force 3 at this magnification.
6-l is the value obtained by dividing the force, so that the weight 20
Need to be heavy. In addition, except for FIG.
The lever fulcrum 36-h of FIGS.
-B can rotate in all directions. Figure
The weight into which the power point of the lever 36-b in FIG.
20 insertion part 36-m is also a concave shape such as a spherical surface or a mortar.
The tip of the lever 36-b can follow,
That can transmit seismic force from any direction.
You. Therefore, these devices are based on 8.1.1.2.4.3.
Similar to (2) above, no matter what direction the seismic force works
The sensitivity (transmission of pulling or compressive force)
It is. (4) Amplitude device for amplifier with amplifier (part 2) The invention according to claim 118 is an earthquake sensor with amplifier.
FIG. 273 shows an embodiment of the amplitude device.
You. Weight that can be rolled freely with a spherical lower part
20-b is placed on the seismic isolation plate, and a lever 36-b
An insertion portion 36-m into which a force point enters is provided. Receiving seismic force
When the weight 20-b rolls, the power point 36-1 also moves in conjunction with it.
This also moves the action point 36-j of the lever 36-b.
Will be. At this time, the amplitude of the movement of the power point 36-1 is
In addition to the seismic displacement amplitude, the weight 20-b (and the insertion part 36-
m) of rotation given to the force point 36-1.
The amplitude of the power point 36-1 is changed from the power point 36-1 to the fulcrum 36-1.
-H and the distance between the fulcrum 36-h and the point of action 36-j.
Is amplified according to the ratio of
Become. Due to the movement of the action point 36-j which is double amplified,
The connected wire, rope, cable, etc. 8
The length of the pull is increased. The lever fulcrum 36
-H is the fulcrum of the lever that rotates in all directions. Also leverage
36-b insertion point of weight 20-b into which the power point of 36-b enters
m also has a concave shape such as a spherical surface or a mortar.
The tip of 36-b can follow and transmit seismic force from all directions.
It is something that can be reached. Also in this method,
Because the weight 20-b itself can freely roll,
Ball under the weight 20 (Barry
G) 5-e can be eliminated. 8.1.3. 148 and FIGS. 170 to 178 show an interlocking type fixing device.
Is shown. Multiple interlocking fixing devices
Fixed devices, and each fixed device
It is characterized in that it operates with. Multiple fixed equipment
Are installed in one structure without interlocking
When the seismic force is applied, each fixing device is released at the same time.
The structure is not fixed
It twists around the place. Interlocking operation type fixed
The development of a fixed device requires the
To release them at the same time.
You. Claim 119 comprises a plurality of securing devices, wherein
Actuator or locking element of each fixing device interlocks
This is a fixing device that has a mechanism to
Or by interlocking the lock members
It is designed to release the fixing device at the same time.
is there. 8.1.3.1. Interlocking operation fixing device This interlocking operation fixing device is described in 8.1.1. Shear
It can be used only for a pin-break type fixing device. FIG.
FIG. 8 shows an embodiment of the present invention.
You. Multiple anchors, including shear pin anchors
Of the fixing device such as each fixing pin
A fixing device with a mechanism in which
You. The operating part of the fixing device or the locking member
To release multiple fixing devices at the same time
It is assumed that. One specific example is that
Shear pin with structure that breaks or breaks due to seismic force
Two or more fixing devices including a mold fixing device (8.1.1.)
The fixing pin 7 of the shearing pin type fixing device and another fixing pin.
The lock member 11 for locking the operating part of the
Connected by wire, rope, cable, rod, etc.
In the event of an earthquake, the shear pin
If fixing pin 7 breaks or breaks, wire low
, Cable, rod, etc. 8
The lock member 11 is released, and each fixing device is simultaneously released.
Removed and support seismically isolated structure 1 and seismically isolated structure
To be released from the structure 2 to be fixed
Is raised. Specifically, fixing the shear pin type fixing device
Pin 7-s and the fixing pin 7 of the other fixing device
The locking member 11 (hereinafter referred to as “locking member”)
Connected to each other by wires, ropes, cables, rods, etc. 8
And tension springs (elastic bodies such as springs and rubber or magnets)
Etc.) pulled by 9-t. Lock member 11
Has a lock hole 11- having a size through which the fixing pin 7 can pass.
v is opened, and the edge (edge) of the lock hole 11-v
And a notch / groove / dent 7-c provided in the fixing pin 7
The fixing pin 7 is locked by
I have. In addition, the lock member 11 locks or locks the fixing pin.
Can be slid in the direction to release. Earth
At the time of earthquake, the shear pin type fixing pin 7-s by seismic force
When it breaks or breaks, 9-t of gravity or spring etc.
The shear pin 7-s is pulled out of the insertion portion 7-v by force.
The wire, rope, cable, rod, etc. 8 are loosened.
The wire, rope, cable, rod, etc.
The moving locking member 11 of the other fixing pin 7 is used for pulling.
Of the fixing pin 7 which is pulled by the spring 9-t etc.
・ Removes from the groove / dent 7-c and unlocks the fixing pin 7
Is done. Then, the compression pin attached to the fixing pin 7
Spring, etc. (elastic body such as spring or rubber or magnet) 9-c
(It is also conceivable to use 9-t such as a tension spring.)
The fixing pin 7 comes off and the seismically isolated structure 1 is fixed.
It is released. Also, the structure 1 where the fixing device G is seismically isolated
Reverse the figure for the structure 2 supporting the structure to be seismically isolated
Orientation, wire rope, cable
And the like 8 may be reversed. The present invention relates to 8.1.
2. 7. Fixed device with earthquake sensor (amplitude) device,
2. It can also be applied to wind-actuated fixing devices. this
8.1.2. 8.2. 8.3. Fixing device
If several are used, electrical commands, mechanical commands, etc.
Adopt a method of operating each fixing device at the same time
There is also. With the development of this device, shear pin type fixing device
Solves the problem of installing two or more shear pins, which is a defect of
I do. In other words, if multiple fixing pins are not
Is not cut (lock was not released)
When seismic force is applied by fixed pin, it is fixed
Make a twisting movement around. To eliminate the shortcomings
Was required to release the fixing pin at the same time. this
The device solves this problem. Interlocking operation described below
The mold fixing device ~ is described in 8.1.1. Shear pin type
In addition to the fixing device, 8.1.2. Places described below
Also used in fixed devices equipped with seismic sensor (amplitude) devices
It is possible. 8.1.3.2. FIG. 170 to FIG. 171 show an interlocking operation type fixing device according to claim 121.
3 shows an embodiment of an interlocking operation type fixing device. Wind sway, etc.
Two or more fixing devices are used to prevent
Is a member with a function to lock it (lock pin,
A lock valve or the like, hereinafter referred to as a “lock member”) is
To lock or unlock
Combined, in state. The lock members
Connected with a rope, cable, rod or release
Have been. During an earthquake, (weight vibrates due to seismic force
) Seismic sensor amplitude device, seismic sensor device, or
A shear pin type fixing device is fixed to one of the locking members.
The direction to unlock the pin (extrusion direction or pull-out direction)
Direction, the wire, rope, cable,
Connect each fixed pin by connecting a rod or release
Locking members simultaneously release their respective locking devices.
It is a mechanism to remove. This device has 8.1.2. Earthquake
7. Sensor (amplitude) device equipped type (for fixed device);
1.1. Divided into shear pin type (for fixing device)
Will be described. (1) Earthquake sensor (amplitude) device equipped type Fig. 170 shows an earthquake sensor (amplitude) device (8.1.
2. ) Shows an embodiment of an interlocking type fixing device equipped with
I have. FIG. 170 shows a case where the lock member is a lock pin.
It is a combination. The fixing pin 7 is
Lock pin large enough for the fixing pin 7 to penetrate.
A hole 11-v is formed in the fixing pin 7.
The edge of the lock hole 11-v is in the notch / groove / dent 7-c
The fixing pin 7 is locked by being fitted.
You. Lock members 11 are connected by wires, ropes and cables
Are connected by a rod 8 etc. and the lock is released
In the opposite direction, and in the opposite direction, such as a spring (spring, rubber, etc.)
Return at 9 (elastic body or magnet etc.).
c) In the event of an earthquake, an earthquake sensor amplitude device (pendulum type 1)
3, gravity restoration type 14, spring restoration type 15) (8.1.2.
4. Vibrating weight 20 directly and linked to it
165 (for example, as shown in FIG.
(Extrusion part, tension part, etc.) 17 and FIG.
3. Release the wire rope cable in the release 8-r.
Connected to bull rod 8) or an earthquake sensor
The device is locked via a lock member control device 47 or the like.
11 in the direction of releasing the lock member 11 (FIG. 1).
(In the direction of pushing and pulling out the white arrow in 70)
And a lock hole 11-v formed in the lock member 11.
The fixed pins 7 fitted and locked simultaneously
Will be released. Also, each lock member 11 is a wire
Releases, etc. instead of ropes, cables, rods, etc.
When connected by -r, the release etc.
It can be linked in both the extrusion direction and the pulling direction. What
In the opposite direction of the unlocking direction of the lock member 11,
One of the lock members 11 includes a spring 9 (9 in the figure).
It is necessary to restore with -c). FIG.
8.1.2.2.2) More than two fixing devices are installed.
In this case, an embodiment in the case of interlocking operation is shown. Two or more
In this automatic restoring type fixing device, the fixing pin 7 is
The first locking members 7-1 are
Connected with 8-r such as rope, cable, rod or release
When one moves, the other moves. (2) Shear pin type FIG. Including shear pin type fixing device
Example of an interlocking operation type fixing device composed of a plurality of fixing devices
Is shown. Notch / groove / dent 7-c
Locked by being fitted into the edge of lock hole 11-v
The shear pin type fixing pin 7-s breaks or breaks during an earthquake
Or gravity or a spring (such as an elastic body such as a spring or rubber).
Or a magnet, etc.).
Then, the fixing pin fitted to the edge of the lock hole 11-v
7-s notch / groove / dent 7-c
The movement of the wire member 11 by pushing
-Rope, cable, rod, etc. 8 or release, etc. 8
By -r, the lock member 11 of another fixing device is fixed.
In conjunction with the direction to unlock the pin,
Each fixing pin 7 is released at the same time. 8.1.3.3. Interlocking operation type fixing device FIGS.
3 shows an embodiment of an interlocking operation type fixing device. Wind sway, etc.
In each of a plurality of fixing devices that prevent
Lock holes having a plurality of lock holes 11-v
The lock member moves in the direction to lock or release the fixed pin
(Slide) can be locked in the event of an earthquake
When the member is pushed out or pulled back, the lock
Through the lock holes 11-v
Is released and released at the same time. Lot
The shape of the locking member depends on the number of fixing devices.
Without, three or four or more branches
It is conceivable. This device has 8.1.2.
The type equipped with earthquake sensor (amplitude) device (for fixed device)
8.1.1. Of the shear pin type (for fixing device)
This will be described below. (1) Type equipped with earthquake sensor (amplitude) device Figures 172 to 173 show the earthquake sensor (amplitude) device
Implementation of interlocking operation type fixing device equipped with (8.1.2.)
An example is shown. During an earthquake, the earthquake sensor
Resonator type 13, gravity restoration type 14, spring restoration type 15)
Weight 20 is directly or via a member linked thereto.
(For example, as shown in FIG.
173), and as shown in FIG.
8-Wire, rope, cable, rod, etc. in r
Or the seismic sensor device is locked
One of the ends of the lock member 11 via the control device 47 or the like
In the direction in which the lock member 11 is released (FIGS.
(In the direction of pushing and pulling out the white arrow in 73)
And a plurality of lock holes formed in the lock member 11.
Notch / groove / dent 7-c of fixing pin 7 at the edge of 11-v
Each fixed pin 7 locked by fitting into
Are simultaneously released. Note that the lock member 11 is unlocked.
A spring or the like that works in the direction opposite to the direction of
(Body or magnet etc.) 9 (9-c in FIGS. 172 to 173)
However, there is also a method of restoring by 9-t).
Need to be restored. (2) Shear pin type FIG. Including shear pin type fixing device
Example of an interlocking operation type fixing device composed of a plurality of fixing devices
Is shown. Notch / groove / dent 7-c
The edge of the lock hole 11-v is fitted and locked.
The shear pin type fixing pin 7-s breaks or breaks during an earthquake
Or gravity or a spring (such as an elastic body such as a spring or rubber).
Or a magnet or the like) when the lock hole 11
Notch / groove of fixing pin 7-s fitted on the edge of -v
The lock member 11 is pushed out due to the shape of the recess 7-c.
The lock pin moves in the release direction of the
Each lock which has been fitted to the edge of the other lock hole 11-v of the material 11
The fixed pin 7 is simultaneously released. Note that FIG.
Two lock holes 11-v are opened in the lock member without
172 to 173 are three-pronged,
Locking members that are four or more separated
Has a lock hole 11-v and is released at the same time as an earthquake
Is the case. As a matter of course, FIG.
72 to FIG. 173, three or four or four or more.
A locking member separated above is conceivable. 8.1.3.4. FIG. 175 to FIG. 178 show a connecting device according to claim 123.
3 shows an embodiment of a dynamic locking device. Wind sway
In each of the multiple locking devices to prevent
Lock with multiple lock holes 11-v
The member can rotate around one point on the locking member.
The lock member rotates in the event of an earthquake.
Each direction by pushing or pulling back
The device is released at the same time. Form of lock member
The ones without branching according to the number of fixing devices,
Three or four or more branches
Can be considered. FIGS. 175 and 176 show the case where the lock member is a branch.
FIG. 177 shows a case where the locking member is not divided.
FIG. 178 shows the case where it is divided into four or four
is there. This device has 8.1.2. Earthquake sensor
Width) device equipped type (for fixing device) and 8.1.1. Shearing
It is divided into a pin type (for fixing device) and will be described below. (1) Type equipped with earthquake sensor (amplitude) device Figures 175 and 177 show the earthquake sensor (amplitude) device
Implementation of interlocking operation type fixing device equipped with (8.1.2.)
An example is shown. FIG. 175 shows that the locking member is branched.
If not. Both rotatable lock members
A lock hole 11-v for locking the fixing pin 7 at the end is provided.
Yes, when an earthquake occurs, the earthquake sensor
The vibrating weight 20 is directly or linked to it.
165. For example, as shown in FIG.
173) as shown in FIG. 173
To release line 8-r
8) or the earthquake sensor device is locked.
One end of the lock member 11 via the lock member control device 47 or the like.
In the rotation direction in which the lock is released from the fixing pin (FIG. 175)
In the direction of the arrow or the direction of the pullout)
By doing so, the duplication of the lock member 11
Notch of fixing pin 7 at the edge of several lock holes 11-v
Locked by fitting into groove / dent 7-c
The respective fixing pins 7 are simultaneously released. Lock member
In addition, a spring or the like (spring
An elastic body such as rubber or a magnet) 9 (in FIG. 175, 9-
It is necessary to add c) to provide a restoring force. FIG.
Is a case where the lock member is branched.
Branched into three or four or more or more branches
Lock for locking the fixing pin 7 to each of the individual ends
The lock member having the hole 11-v is one of the lock members.
It is mounted so that it can rotate around point 11-x.
When an earthquake occurs, an earthquake sensor amplitude device (pendulum type 13,
Vibrating weight 20 of gravity restoring type 14 and spring restoring type 15)
But also directly and through members linked to it (for example,
Like 165, the action part (extrusion part, tension part, etc.) 17
173, and as shown in FIG.
Connected with 8 such as ear rope, cable, rod, etc.)
Or, the earthquake sensor device is a lock member control device 47 or the like.
Through to one of the branches of this lock member 11,
The rotation direction for releasing the lock of the fixing pin 7 (see FIG. 177)
(The direction indicated by the white arrow and the drawing direction)
A plurality of lock holes 11-v formed in the lock member 11
Of the fixing pin 7 at the edge of
The fixed pins 7 locked by inserting
It is released. Note that the lock member 11 is turned in reverse
Attach a spring 9 (9-c in FIG. 177) that works in the turning direction.
It is necessary to have resilience. (2) Shear pin type FIGS. 176 and 178 show 8.1.1. Shear pin type fixing
Interlocking type fixing device consisting of multiple fixing devices including the device
Is shown. FIG. 176 shows that the locking member is a branch.
This is the case when he is not. Notch / groove / dent
The edge of the lock hole 11-v of the lock member is fitted into 7-c.
The shearing pin type fixing pin 7-s locked
During an earthquake, it may break or break, gravity or a spring
Elastic body such as rubber or rubber or magnet) Insert by 9-t force
When pulled out from the entrance 7-v, the edge of the lock hole 11-v
Notch / groove / dent 7- of fixed pin 7-s fitted
Due to the shape of c, the lock member 11 is pushed out, etc.
Then, the lock member 11 rotates in the releasing direction of the fixing pin, and
Each fixing pin fitted to the edge of the other lock hole 11-v
7 are simultaneously released. FIG. 178 shows that the locking member is a branch.
That's the case. Notch / Groove / Dent 7
-C is fitted with the edge of the lock hole 11-v of the lock member.
The locked shear pin 7-s is
Sometimes break or break, gravity or spring (spring
・ Elastic body such as rubber or magnet) Inserted by 9-t force
When pulled out from the portion 7-v, it fits into the edge of the lock hole 11-v.
Notch / groove / dent 7-c of fixed pin 7-s
Due to the shape of the lock member 11 is pushed out,
The lock member 11 rotates in the releasing direction of the fixing pin,
Each fixing pin 7 fitted on the edge of the lock hole 11-v
Canceled at the same time. 170 to 178 are plan views.
The arrow marked with an asterisk in the middle indicates the cutting direction of the sectional view below it.
Is represented. The above 8.1.3.2. Interlocking
Actuation type fixing device-8.1.3. . Interlocking type fixed equipment
Earthquake sensor amplitude device (pendulum type 13, gravity restoration)
Mold 14, spring restoring mold 15).
Acts so that the sensitivity to the release of 1 can be changed freely
Section (extrusion section, pulling section, etc.) 17 and lock member 11
The distance can be adjusted by providing a slide device 24 or the like.
With the weight 20 and the lock member of the earthquake sensor amplitude device
The wire rope cable in the release 8-r connecting the
The length of the cable rod 8 (with or without slack) can be adjusted
Or a seismic sensor such as a pendulum
When using a width device, the suspension length of the pendulum can be adjusted
The sensitivity of the fixing device (how much
Fixation is released when the seismic force reaches)
It is possible to be able to. 8.1.3.5. Interlocking operation type fixing device The invention according to claim 124, wherein an earthquake sensor
From one or more
This is an interlocking operation type fixing device in which the fixed pin is released.
The method of releasing the fixing is divided into the following two types. (1) The fixing pin itself is released by electricity.
Or, a plurality of fixed pins themselves are released. (2) Only the lock of the fixed pin is released by electricity.
Or the lock of multiple fixed pins is released,
The spring itself (elastic body such as spring or rubber or magnet)
And those that are released by seismic force, etc. (1) Fixing pin
Is required to be quick, and large power is required.
However, when only the lock of the fixed pin in (2) is released,
Is less power than in the case of releasing the fixed pin in (1).
And a simple mechanism. Claim 124 is
When only the lock of the fixed pin is released by the electricity of (2)
Invention. Specifically, 8.1.2. Earthquake sensors
-(Amplitude) one or more
Of the fixing devices,
The locking of the operating part of the fixing device by the locking member
Configured to be made by electrical signals from seismic sensors
Is done. 8.1.4. 139-3. Wind-operated fixing device with earthquake sensor Item 139-3 has a wind sensor (earthquake sensor
-With) Earthquake-actuated fixing device.
It is configured to lock the fixing device when the constant wind pressure is reached.
Equipped with an earthquake sensor (amplitude) device
Mold fixing device and seismic isolation structure by it. 8.2. Wind-actuated fixing device The wind-actuated fixing device according to claim 140,
Structures that are seismically isolated and structures that are seismically isolated during normal times with no wind
It has been released from the structure supporting the body, and
Seismic isolated structure and seismic isolated structure only at wind pressure
A fixing device of the type that fixes the structure that supports
You. The wind-operated fixing device is divided as follows. (1) Fixed operation method of the fixing device The wind operation type fixing device also reacts (activates) with the force of the wind itself.
1) With wind response type and command of electricity etc. from wind sensor
2) The wind sensor type and the power generated by the wind itself
3) It is divided into wind power generation type. 1) Wind response type (8.2.2. Hydraulic type, 8.2.3. Machine)
2) Wind sensor equipped type (8.2.1. Wind sensor equipped type)
Fixing device, 8.2.4. Electric type) 3) Wind generator type (8.2.5. Wind generator type wind sensor)
-Equipment type (2) Actuator control method for fixed device (direct method / indirect method)
Equation) Each of the above relates to the fixing of the operating part of the fixing device,
Using the force from the wind and wind sensors, the operating part of the fixing device itself
Direct control with direct control and locking of the actuator of the fixing device
Control is divided into indirect methods. 1) Indirect method: Controls only the lock of the operating part of the fixing device.
2) Direct method: Type that directly controls the operating part of the fixing device. (3) Lock type of the indirect method For the above indirect method, the locking part of the operating part of the fixing device.
From the lock shape, 8.1. Earthquake operated fixing device
Similarly to the above, it is divided into the following two. 1) Lock pin type 2) Lock valve type Each of the above is the lock type of the operating part of the fixing device.
8.1. Similarly to the above, it is divided into the following two. 1) One-stage lock system 2) Two-stage or more lock system Further, each of the above is based on the number of locks.
1. Similarly to the above, it is divided into the following two. 1) Single lock
Method 2) Double or more lock method In addition, all of the above methods have a delay unit ((1)
2), or 8.5. See). 8.2.1. Claim 141: A fixing device equipped with a wind sensor (general type)
Sensor-equipped fixing device). Say specifically
If the structure supports the seismically isolated
A fixing device that fixes the structure and prevents wind sway, etc.
And the wind sensor detects when the wind pressure exceeds a certain level.
The structure that supports the seismically isolated structure and the seismically isolated structure
It is configured to fix the structure and prevent wind sway etc.
It is a wind-actuated fixing device characterized in that: 1) In the case of the fixed pin type fixing device In the case of the fixed pin type fixing device (see 8.0.1.),
Due to the response of the wind sensor, wind pressure and wind pressure exceeding a certain level
Then, the fixing pin 7 is inserted into the insertion portion 7-v,
Fixed structure, the wind and pressure below a certain level
Then, the fixing pin 7 is released again. 2) In the case of the connecting member valve type fixing device In the case of the connecting member valve type fixing device (see 8.0.1.)
Is more than a certain amount of wind or wind depending on the response of the wind sensor.
When the pressure is reached, the valve of the connecting member valve type fixing device is closed and the
The structure A to be shaken is fixed, and the wind and pressure are below a certain level.
When this happens, the valve will be released again. "After a certain amount
Wind or wind pressure above "or" Wind or wind below a certain level
Pressure ”(how much wind and pressure
Set the fixing device (= lock / fixed)
Release the fixing device when it has subsided)
Can be adjusted and set according to the situation at each site
It can be so. (1) Direct method Claim 142 is the direct method of the fixing device equipped with a wind sensor.
It is the invention of the formula. The direct method uses wind and wind sensors
Direct control of the actuator of the fixing device by force or command
It is a method to do. The direct method starts from the connection type. 1) Fixed
2 types of pin type fixing device and 2) connecting member valve type fixing device
Can be divided into 1) Fixing pin type fixing device Claim 143 is a direct fixing device with a wind sensor.
It is an invention of a fixed pin type fixing device of the type. 135 to FIG.
37 is a fixed pin type fixing device among the wind operated fixing devices.
It is an example of a (flexible member type connecting member system). This figure 1
In the example of 35 to FIG. 137, the piston-like members 2-p, 1-
p is fixed directly by the fixing pin 7, and the seismically isolated structure 1
The structure 2 supporting the structure to be seismically isolated is fixed. Figure
135 (a) and 135 (b) show that the fixing pin 7 is a piston-like member 2-
p, 1-p.
FIG. 136 shows an example of the case where the
The end 7-w and the fixed pins of the piston-like members 2-p and 1-p
The portion where the tip 7-w of the pin 7 abuts has a large frictional resistance.
It is shaped like that, it engages with each other and is locked
FIG. 137 shows an example of the case of the friction type fixing device, in which the fixing pin 7 is the pin.
Mortar-shaped ball provided on the stone-shaped members 2-p and 1-p
It is inserted into a concave insertion part 7-vm such as a plane,
When dealing with residual displacement (see 8.6. (1) and (2))
This is an example. This fixing device G is a structure 1 to be seismically isolated.
And the structure 2 supporting the seismically isolated structure
135 (a) and FIG. 136, the seismically isolated structure
A piston-like member 2 comprising a member of a structure 2 for supporting a body
-P is seismically isolated via the universal rotary contact 2-x
Support member 2 installed on a structure 2 supporting a structure to be
-G, connected to the seismic isolated structure 1
The insertion tube 1-a comprises a support member 1-g and a universal member.
Attached to the seismically isolated structure 1 via the monkey rotating contact 1-x
Connected to the placed support member 1-g. FIG. 135
(B) In FIG. 137, from the members of the structure 1 to be seismically isolated
Piston-like member 1-p is a universal rotary contact 1
Supports installed on structure 1 to be seismically isolated via -x
Connected to timber 1-g to support seismically isolated structures
The insertion tube 2-a made of the member of the structural body 2
Through the material 2-g and the universal rotary contact 2-x
Supporting part installed in structure 2 supporting structure to be shaken
It is connected to the material 2-g. These are seismically isolated structures
1 and a structure 2 for supporting the structure to be seismically isolated,
Symmetry where the relationship with the position G is switched left and right or up and down
Type. This fixing pin 7 is connected to a wind sensor 7-q and a wire.
-Rope, cable, rod, etc.
Normally, piston-like members 2-p, 1-p are formed by a spring 9-t.
The mechanism is not locked. Wind sensor 7-q
When the wind pressure exceeds a certain level, the fixing pin 7
From the rope, cable, rod, etc. 8, the piston-like member 2
-P, 1-p, receiving a force in the direction of locking, the fixing device G
To lock the seismically isolated structure 1 and the seismically isolated structure
The supporting structure 2 is fixed, and the wind sensor 7-q
When it is sensed that the pressure has dropped below a certain
Piston from 8 such as ear rope, cable, rod, etc.
Without receiving force in the direction to lock the two-members 2-p and 1-p
The structure to be unlocked and seismically isolated
Release the fixation between structure 1 and structure 2 supporting the seismically isolated structure
This is a mechanism for returning to a normal state. At this time
Does Sir 7-q sense that the wind pressure has dropped below a certain level?
Then, to release the fixing device after a certain time,
A timer may be provided. FIG. 141 to FIG. 142 (FIG.
141 is a direct method, and FIG. 142 is an indirect method.
) Is a fixed pin type fixing device (an inflexible member type)
In the embodiment of the connecting member system), both of the wind sensors 7-q
It is an electric type operated by a signal. FIG. 141 to FIG.
In the example of 42, the piston-like members 2-p and 1-p are fixed
7 is directly locked and seismically isolated from the seismically isolated structure 1.
The structure 2 supporting the structure is fixed, but FIG.
A tip 7-w of the fixing pin 7 and a piston-like member 2-p;
The portion where the tip 7-w of the 1-p fixing pin 7 abuts is
Shaped to increase abrasion resistance, meshing with each other
FIG. 142 shows an example of a friction-type fixing device locked by
A fixing pin 7 is provided on each of the piston members 2-p and 1-p.
Insert into concave insertion part 7-vm such as mortar or spherical
And dealt with residual displacement after the earthquake (8.6.
(See (1) and (2)).
Method). In Fig. 141, the structure to be seismically isolated is supported.
The piston-like member 2-p made of the member of the structural body 2
Seismic isolation structure via universal rotating contact 2-x
A contact is made with the support member 2-g installed on the structure 2 that supports the body.
Which is composed of members of the structure 1 to be seismically isolated
The insertion tube 1-a is supported by the support member 1-g and the universal rotation.
Installed on the seismically isolated structure 1 via the contact 1-x
It is connected to the support member 1-g. Fig. 1 also shows this type
As in the case of FIG. 35 to FIG.
And a fixing device G for supporting the structure to be seismically isolated
Symmetric type where the relationship with
is there. 142 as well as FIG.
is there. Normally, the fixing pin 7 is provided with a spring 9-t, 9-c or the like.
Does not lock the piston-like members 2-p and 1-p
It is a mechanism. When the wind sensor 7-q has a certain wind pressure
141, the fixing device automatic control device (power
The magnet 22-a is actuated, and a piston-like member is
2-p, 1-p
The locking device G is locked.
The device (motor) 46 is operated, and the fixing pin 7 is shaped like a mortar.
・ It does not come off from the insertion portion 7-vm having a concave shape such as a spherical shape.
The locking member 11 is moved to lock the fixing pin 7.
Locks the fixing device G, thereby isolating the seismically isolated structure 1
Fix the structure 2 supporting the structure to be shaken,
Sir 7-q senses that the wind pressure has fallen below a certain level
141, the fixing device automatic control device (electromagnet) 22
-A stops operation, the fixing pin 7 releases the fixing device G,
In FIG. 142, the lock member automatic control device (motor) 46
Stops the operation and moves the lock member 11 to fix the fixing pin 7.
Unlock and release fixing device G, seismically isolated structure
Fixing the body 1 to the structure 2 supporting the seismically isolated structure
This is a mechanism for releasing and returning to a normal state. At this time
Sensor 7-q senses that the wind pressure has dropped below a certain
To release the fixing device after a certain period of time
In some cases, a timer is provided. In addition,
Fixing of flexible member type connecting member system and fixing pin system direct method
Pin-type fixing device (see FIG. 209, 8.2.2. (1))
Is raised. 2) Connecting member valve type fixing device Item 144 directs the wind sensor equipped type fixing device.
It is an invention of a connection member valve type fixing device of the type. Connecting member valve type
In the case of an inflexible member, the fixing device is not
It is. a. In the case of an inflexible member In the case of an inflexible member, the structure supporting the structure to be seismically isolated
Structure of either structure 2 or seismically isolated structure 1
The working part of the fixing device installed on the body and the other structure
Are connected by a connecting member of an inflexible member. FIG. 145 shows this error.
It is an Example of the connecting member valve type fixing device of a flexible member. this
The fixing device G is composed of a seismically isolated structure 1 and a seismically isolated structure.
145 is installed between the body supporting structure 2 and FIG.
In (a), the liquid and gas are not substantially leaked through the cylinder,
Member of the structure 2 supporting the seismically isolated structure
The piston-like member 2-p made of
Structure supporting the seismically isolated structure via point 2-x
2 connected to the support member 2-g installed in
The insertion tube 1-a, which is a member of the structure 1 to be
Via the holding member 1-g and the universal rotary contact 1-x
And the support member 1-g installed on the structure 1 to be seismically isolated
It is connected. In FIG. 145 (b), the liquid / gas
A seismically isolated structure that slides almost without leaking the body, etc.
The universal member 1-p is a universal
Installed on the seismically isolated structure 1 via the rotary contact 1-x
Connected to the support member 1-g,
The insertion tube 2 comprising the member of the structure 2 supporting the structure
a is the supporting member 2-g and the universal rotary contact 2-x
Installed on the structure 2 supporting the structure to be seismically isolated
Connected to the supporting member 2-g. These are seismic isolated
Structure 1 to be seized and structure to support seismically isolated structure
2 and the fixing device G are placed in the left and right or up and down
It is a symmetrical alternative. Furthermore, the insertion tubes 1-a, 2
-A, separated by piston-like members 2-p, 1-p
Opposite sides (the end of the range where the piston-like member slides)
And a path (tube) 7-e for connecting liquid and gas, etc.
In the course of this route 7-e, the fixing device G
Fixed valve, electric valve, solenoid valve, mechanical valve, hydraulic and pneumatic
(Hydraulic pressure / pneumatic pressure) 7-ef such as a valve is installed. This valve (fixed
7-ef is a wind sensor 7-q and a signal line 7-ql
(In the case of an electric type such as a motor-operated valve or solenoid valve,
In conjunction with the wind sensor 7-q by electric wire etc., mechanical valve
In case of hydraulic / pneumatic (hydraulic / pneumatic) valve, wind sensor 7-q
And wire, rope, cable, rod, etc. or liquid
Linked by a pipe through which gas passes)
It opens and closes. Usually this motorized valve, solenoid valve, machine
Open 7-ef such as mechanical valve, hydraulic / pneumatic (hydraulic / pneumatic) valve
The liquid and gas in the insertion tubes 1-a and 2-a are free
Can move in the path (tube) 7-e. Wind sensor 7-q
When the wind pressure exceeds a certain level,
7-e such as solenoid valve, mechanical valve, hydraulic / pneumatic (hydraulic / pneumatic) valve
f closes and locks fixing device G, seismically isolated structure 1
And the structure 2 supporting the structure to be seismically isolated,
The sensor 7-q detects that the wind pressure has fallen below a certain level.
Then, this electric valve, solenoid valve, mechanical valve, hydraulic and pneumatic
7-ef such as a hydraulic (pneumatic / pneumatic) valve is opened again and the fixing device G is opened.
Is unlocked, and the seismically isolated structure 1 and the seismically isolated structure
Release the fixation to the structure 2 that supports the structure, and
It is a mechanism to return to the state. At this time, the wind sensor 7-q
For a certain amount of time after sensing that
Timer or a delay to release the
In some cases, a spreading device (see 8.5) is provided. b. In the case of a flexible member In the case of a flexible member, it is required that the connecting member is a flexible member.
Except for this, the configuration is basically the same as that of the inflexible member.
Structure 2 supporting the structure to be seismically isolated or seismically isolated
Fixing device installed on any one of the structures 1
The operating unit 7-p and the other structure by the fixing device
Through the insertion port 31 provided on the side of the structure where
Of flexible members 8-f such as wires, ropes, cables, etc.
Connect with connecting members. The other structure body and the flexible part
Flexible point that can be rotated 360 degrees with material 8-f
The joint becomes 8-fj. Regarding the shape of the insertion port 31
Is, for example, one-way (including round trip, the same applies hereinafter) restoration performance
If you want to have a rounded corner-shaped insertion port,
Insertion through rollers, omnidirectional recovery
Is a rounded bowl-shaped insertion hole, trumpet-shaped insertion
A flexible member 8-like a mouth, a mortar-shaped insertion port or the like.
round the corner where f and its insertion port 31 are in contact,
Via a rotor (in which case, the flexible member 8-f
Divided into two orthogonal directions (the two axes are orthogonal to each other)
It is necessary to provide a rotor such as a roller corresponding to the
For example, it is better to reduce the friction. In addition, the insertion slot 31
The material is preferably a low-friction material, and strength is required. FIG.
6 is an embodiment of the connecting member valve type fixing device for the flexible member.
And an electric type operated by a signal from the wind sensor 7-q.
It is. (2) Indirect method Indirect method is based on force or command from wind / wind sensor.
This is a method of controlling the locking of the operating part of the fixing device. a) General Claim 145 describes the combination of the fixing device and the locking member.
It is. Supports seismically isolated structures and seismically isolated structures
Device that fixes the structure to be fixed and prevents wind sway, etc.
Detects a certain level of wind pressure with a wind sensor
And the locking member that locks the operating part of the fixing device
To lock the fixing device, and to be seismically isolated
The structure supporting the structure is configured to be fixed to the structure
It is a fixed device equipped with a wind sensor.
You. b) In the case of a fixed pin type.
It is. This includes: a. Fixed pin type indirect pin type (lock pin) b. Fixed pin type indirect valve type (lock valve) c. Indirect connection type pin type (fixing pin and lock part)
Material (lock pin, lock valve)) (8.0.1. Classification of fixing device)
1). Specifically, the fixing pin insertion section and the fixing pin
One is seismically isolated and the other is seismically isolated
Installed on the structure supporting the structure,
Fix the structure supporting the structure to be shaken
To prevent wind sway, etc.
In the fixing device, a wind sensor or other
When you know, actuate the lock member that locks the fixing pin
Locking the fixing pin, the structure to be isolated and the structure to be isolated
It is not configured to fix the structure supporting the structure.
This is a fixing device equipped with a wind sensor. c) Automatic restoration by seismic force In particular, the invention of this indirect method is a wind-actuated fixed pin type fixed
101. The fixing device, wherein the insertion portion of the fixing pin is provided.
Concave shape such as mortar-shaped, spherical, etc.
Can be automatically restored by seismic force
Invention (8.1.2.2.2.3. Automatic by seismic force)
Combining with the restoration type) saves more power.
It is effective. This is the invention of claim 147.
You. That is, the wind operated fixed pin type according to claim 146.
In the fixing device, the insertion part of the fixing pin is
Wind sensor equipped with a concave shape such as a surface
It is a mold fixing device. Lock the fixing device as described in b) above.
Lock member is divided into lock valve and lock pin
Therefore, lock valve system and lock pin system
It is divided into two. 1) Lock valve method Item 148 is based on 8.2.1. The wind sensor equipped type
The wind operation according to claim 145 to claim 147.
In the fixed pin type fixing device), liquid and gas
For example, a piston-like member that slides without leaking
It has an operating part of the fixing device, and sandwiches the piston-like member of this cylinder.
The other side (the range in which the piston
Ends are connected by pipes or grooves (attached to the tube)
The piston-like member has holes,
Liquid and gas extruded by the ton-shaped member
That there is an exit, and this tube
Pipe or groove connecting the opposite sides of the piston-like member
Or a hole in the piston-like member (also
Groove in the material) or extruded by a piston-like member
To the outlet where the liquid, gas, etc.
All are equipped with a lock valve, which is usually
The lock valve is open and the locking device is unlocked and locked
Structures to be seismically isolated and seismic isolation
Is released from the structure supporting the structure
When the wind pressure exceeds a certain level, it works with the wind sensor.
When the lock valve closes, the locking device locks.
With a structure that is
Fixing to the structure supporting the seismically isolated structure
Wind sensor equipment characterized by being configured as follows
It is a mold fixing device. Here, the operating part of the fixing device
To explain, when the operating part of the fixing device is a fixing pin,
In case of fixed pin system and connecting member (inflexible member / flexible member)
= Connection member system. a. Fixing pin system In the case of a fixing pin, if it explains, it will support the fixing pin.
Slides almost without leaking liquid, gas, etc.
It has a fixed pin with a piston-like member,
Opposite sides of the ton-shaped member (piston-shaped member
The end of the guide area and the end of the pipe
Or the piston-like member has a hole
Liquid that has been extruded or
Make sure that there is an outlet for gas etc.
And the other side of the cylinder with the piston-like member
Pipes or grooves connecting holes or holes in piston-like members
(Also a groove in the piston-like member) or a piston-like member
The liquid / gas extruded by the member comes out of the cylinder
The lock valve installed in the mouth or all is provided with a wind sensor
Locking the fixed pin
Wind actuation characterized by comprising
It is a mold fixing device. Specifically, automatic restoration type by seismic force
In the case of, the insertion part of the fixing pin and the
One is seismically isolated and the other is seismically isolated
Installed on the structure supporting the structure,
The structure that supports the structure to be shaken is a mortar-shaped spherical surface
Inserting the fixing pin into the concave insertion part
Fixed device to prevent wind sway, etc.
The supporting part consists of a cylindrical part and a piston-like member
And slide through the cylinder with almost no leakage of liquid or gas.
A fixing pin with a piston-like member is inserted into the cylinder.
The fixing pin tip protrudes out of it.
Opposite sides of the piston-like member (piston-shaped
The end of the range in which the member slides) is a tube or groove
Attached) or a hole in the piston-like member
Is provided or extruded by a piston-like member
Is there an outlet through which the liquid / gas, etc.
And the piston-like member of this cylinder is sandwiched
The pipe or groove that connects the opposite sides or the piston-like member
Holes (also grooves in the piston-like member)
Liquid, gas, etc., extruded by the
Lock the locking pin at the exit or all
The lock valve (lock member) is attached.
Moves horizontally when a horizontal force is applied, and becomes a mortar shape, spherical shape, etc.
With the concave insertion part of, it goes up and down freely,
When a certain level of wind pressure is detected by a wind sensor, etc.
The lock valve (locking member) closes to lock the fixing pin and isolate the base.
The structure to be supported and the structure to support the seismically isolated structure
Fix the wind sensor and check that the wind pressure has fallen below a certain level.
When it is detected, the lock valve (lock member) opens and the fixing pin
Unlocked, seismically isolated structure and seismically isolated structure
Release the fixation to the structure supporting the body and return to the normal state
It is configured to return. At this time, the wind sensor
For a certain amount of time after sensing that
Timer or a delay to release the
In some cases, a spreading device (see 8.5) is provided. b. Connecting member system In the case of connecting members (inflexible member / flexible member),
Except for the relationship between the piston-like member and the fixing pin, a. Fixed
It is basically the same configuration as the pin type valve type. 2) Lock pin method When the operating part of the fixing device is a fixed pin = fixed pin system,
In the case of connecting member (inflexible member / flexible member) = connecting member system
There is. In the case of fixed pins,
When the wind pressure exceeds the above, the wind sensor issues a command and the lock
Activate the Kupin to lock the fixed pin and make it seismically isolated.
Fix the structure and the structure supporting the seismically isolated structure
It is configured as follows. The earthquake of claim 147.
In the case of the automatic restoration type by force,
One of the fixed pins is attached to the structure that is seismically isolated, and the other is
Installed on a structure that supports the structure to be seismically isolated and seismically isolated
The structure and the structure supporting the seismically isolated structure
Do not insert the fixing pin into a concave insertion
Fixing device to fix and prevent wind sway
The mortar, spherical, etc.
This fixed pin is used to fix the pin
There is a lock pin (lock member) to lock the
When a certain level of wind pressure is detected by a wind sensor, etc.
Activate the Kupin to lock the fixed pin and make it seismically isolated.
Fix the structure and the structure supporting the seismically isolated structure
It is configured as follows. Claim 149 is the present invention.
is there. FIG. 141, FIG. 142 (FIG. 141 is a direct method, FIG.
42 and FIG. 143 show the indirect method, which will also be described.
149) is a wind-actuated fixing device according to claim 149.
Of the fixed pin type fixing device of the inflexible member type connecting member system
In the embodiment of the present invention, both are produced by a signal from the wind sensor 7-q.
It is an electric type that works. In the example of FIGS. 141 and 142,
The fixing pin 7 directly fixes the piston members 2-p and 1-p.
Lock and support the seismically isolated structure 1 and the seismically isolated structure
FIG. 141 shows the fixing pin 7
Of the piston 7-w and the piston-like members 2-p and 1-p
The portion where the tip 7-w of the fixed pin 7 abuts has a large frictional resistance.
It is shaped so that it can be locked together
FIG. 142 shows an example of a friction type fixing device to be used.
Has a mortar shape provided on the piston-like members 2-p and 1-p.
・ It is inserted into the concave insertion part 7-vm such as spherical,
When dealing with the later residual displacement (see 8.6 (1) (2)
)). In FIG. 141, the structure to be seismically isolated is supported.
Piston-like member 2-p made of a member of the structure 2 to be held
Is isolated through the universal rotary contact 2-x
Support member 2-g installed on structure 2 that supports the structure
And is made of the members of the structure 1 to be seismically isolated
The insertion tube 1-a is provided with a support member 1-g and a universal
Installed on the seismically isolated structure 1 via the rotating contact 1-x
Connected to the support member 1-g. This type also
As in the case of FIG. 135 to FIG. 137, the structure to be seismically isolated
1 and a structure 2 for supporting the structure to be seismically isolated,
Symmetry where the relationship with the position G is switched left and right or up and down
There is a type. 142 is also symmetric as in FIG. 141.
There is a type. Normally, this fixing pin 7 is provided with
-C locks the piston members 2-p and 1-p.
There is no mechanism. When the wind sensor 7-q
When the wind pressure is sensed, FIG.
(Electromagnet) 22-a is actuated, and the fixed pin 7 has a piston shape
Applying force in the direction to lock the members 2-p and 1-p
142 locks the fixing device G, and in FIG.
The control device (motor) 46 is operated, and the fixing pin 7 is rubbed.
It does not come off from the recessed insertion part 7-vm such as a pot-shaped or spherical one.
Move the lock member 11 to lock the fixing pin 7
By locking the fixing device G, the seismically isolated structure 1
The structure 2 supporting the structure to be seismically isolated is fixed, and the wind
Sensor 7-q senses that the wind pressure has fallen below a certain level.
141, the fixing device automatic control device (electromagnet) 22
-A stops operation, the fixing pin 7 releases the fixing device G,
In FIG. 142, the lock member automatic control device (motor) 46
Stops the operation and moves the lock member 11 to fix the fixing pin 7.
Unlock and release fixing device G, seismically isolated structure
Fixing the body 1 to the structure 2 supporting the seismically isolated structure
This is a mechanism for releasing and returning to a normal state. At this time
Sensor 7-q senses that the wind pressure has dropped below a certain
To release the fixing device after a certain period of time
In some cases, a timer is provided. FIG. 141 to FIG. 142
Is an electric lock from the wind sensor.
Operates the lock member 11 mechanically from the wind sensor
Then, the fixing pin 7 is locked. FIG. 147
In the wind-actuated fixing device according to the invention of claim 149,
Embodiment of fixing pin type fixing device of inflexible member type connecting member system
And an electric type operated by a signal from the wind sensor 7-q.
belongs to. FIG.
147 is provided in the piston-like members 1-p and 2-p.
The function of the fixing pin (combined with the rack 36-c
(Locked gear) 7 and lock member 11
To lock the piston-like members 1-p and 2-p.
Mechanism. The mechanism for operating the lock member 11
A method using a lock member control device (electromagnet);
There is a method using a lock member control device (motor).
FIG. 147 is an example of the latter. FIG. 14 shows the former example.
This is the same mechanism as in FIG. Fixed pin (gear with function)
The rotation axis 7-x of the gear 7 is fixed to the structure 1 to be isolated.
The pin 7 is engaged (the rack 36- of the structure 1 to be seismically isolated).
c), the structure supporting the seismically isolated structure
A structure that is inserted into the structure 2 and supports the structure to be seismically isolated
When engaged with 2, it is inserted into the seismically isolated structure 1
You. A piston-like member made of the member of the structure 1 to be isolated
1-p is seismically isolated via universal rotating contact 1-x
Connected to the support member 1-g installed on the structure 1
Is a member of the structure 2 supporting the seismically isolated structure
The insertion tube 2-a comprising the support member 2-g and the universal
-Support the seismically isolated structure via the monkey rotating contact 2-x.
Connected to the support member 2-g installed on the holding structure 2
ing. This type is the same as in FIGS. 135 to 137.
Supports structure 1 to be seismically isolated and structure to be seismically isolated
The relationship between the structure 2 to be fixed and the fixing device G is left or right or
There is a symmetric type that is switched up and down. Normally this lock
The material 11 locks the fixing pin 7 with a spring 9-t or the like.
There is no mechanism. When the wind sensor 7-q
When the wind pressure is detected, the lock member control device (electromagnet) 45
Alternatively, the lock member control device (motor) 46 operates.
Then, the lock member 11 is moved in the direction for locking the fixing pin 7.
However, this fixing pin 7 locks the rack 36-c.
To lock the fixing device G and seismically isolated structure 1 and seismic isolation
Structure 2 that supports the structure to be
When -7-q senses that the wind pressure has dropped below a certain level,
Lock member control device (electromagnet) 45 or lock member
The control device (motor) 46 stops operating and the fixing pin 7
The lock and rack 36-c are unlocked and
G is released and seismically isolated structure 1 and seismically isolated structure
Release the fixation to the structure 2 that supports the body, and
It is a mechanism to return to. At this time, the wind pressure is
Wait for a certain amount of time after sensing that the
To set a timer to release the locking device
In some cases. FIG. 210 to FIG.
Among the wind-actuated fixing devices according to Akira,
Signal from the wind sensor 7-q in the embodiment of the
It is an electric type operated by. This example is mortar-shaped and spherical
Pin 7 inserted into insertion portion 7-vm having a concave shape such as a shape
Then, the locking member 11 is locked in the direction to lock the fixing pin.
It is a type that inserts and locks the fixing device G. this
The mechanism for operating the fixing pin includes a lock member control device.
(Electromagnet) using method and lock member automatic control device
(Motor), and Fig. 210 shows the former method.
FIG. 211 is an example of the latter. Structure 1 to be seismically isolated
The fixing pin 7 of the fixing device G installed in the
Mortar-shaped and spherical-shaped provided on the structure 2 supporting the structure
Is inserted into the recessed insertion portion 7-vm such as
The lock member 11 is fixed by a fixing pin 9-t using a spring or the like.
The mechanism does not lock 11. Wind sensor 7-
When q senses the wind pressure exceeding a certain level, the lock member control device
(Electromagnet) 45 or lock member automatic controller (mode
) 46 operates to lock the lock member 11 and lock the pin 7.
In the direction in which the lock pin 7
Lock pin 7 by inserting it into the groove 7-c.
The structure 1 to be seismically isolated by operating the fixing device G
Fix the structure 2 supporting the structure to be shaken,
Sir 7-q senses that the wind pressure has fallen below a certain level
And lock member control device (electromagnet) 45 or lock
The member automatic controller (motor) 46 stops operating,
The lock member 11 returns to the original position, and the lock of the fixing pin 7 is released.
With this, the fixing device G is released, and the seismically isolated structure 1 and
Release the fixation with the structure 2 supporting the structure to be seismically isolated
This is a mechanism for returning to a normal state. At this time wind sensor
After 7-q senses that the wind pressure has dropped below a certain level,
Tie to release the fixation device after a certain time
Or delay device (see 8.5).
You. (3) Communication method from the wind sensor (hydraulic, mechanical, electric
8.2.2. How the reaction from the wind sensor is sent is 8.2.2.
By hydraulic pressure (hydraulic type), 8.2.3. No
U-wire (mechanical type), 8.2.4. of
Such electric signals (electric type), etc.
Or more than one fixing pin can be operated at the same time.
No. In the case of the electric type, the fixing pin is set (=
Is fixed until the wind pressure drops below a certain level.
Not only is not removed, but also if the wind pressure falls below a certain
Considering that it will not be released until the fixed time elapses
Can be For both direct and indirect methods, wind
Depending on how the reaction (force) is sent from the sensor,
It is divided into three types: mechanical type and electric type. Also indirect
Lock pin (lock member) is inserted into fixed pin
For controlling the locking member of the locking device
And the fixing pin operates as a piston-like member
Devices that control the lock valve (lock member) are considered.
available. The advantage of this indirect method is that the wind sensor
Since it does not work to operate the contact fixing pin, the wind sensor
Output is small. In addition, fixed
In the case of a fixing device in which the piston operates as a piston-like member.
The lit uses the delay effect of the pipe (and groove) and valve.
When the wind is below a certain level, the fixing pin is released.
Is a way to increase the time it takes
You. Also used as a damper to suppress displacement amplitude
To give a damper effect,
The total number is small. When using a horizontal damper
Is to work in two horizontal directions (two orthogonal directions)
Then, at least two are required, but in this case,
There is also an advantage that only one is needed and a small number of installations are required. 8.2.2. Wind sensor-equipped fixing device (Hydraulic type)
Using pipes (tubes through which liquid or gas such as oil flows)
It is. (1) Direct method The direct method is based on the connection form.
2) It can be divided into two types of connecting member valve type fixing device.
Wear. 1) Fixing pin type fixing device Fig. 209 shows a direct view of a fixing device (hydraulic type) equipped with a wind sensor.
1 shows an embodiment of a contact pin type fixing pin type fixing device.
The wind sensor is provided with a plate (wind pressure plate) that receives wind pressure.
When the wind pressure exceeds a certain level, the oil linked to the wind pressure plate
Hydraulic pressure from the pressure pump activates the fixing device and seismic isolation
The structure to be supported and the structure to support the seismically isolated structure
It is configured to be fixed. Specifically, the wind
The sensor 7-q is installed on the roof of the structure A where the seismic isolation is performed.
Plate that receives wind pressure as a mechanism of the wind sensor 7-q
(Wind pressure plate) 7-r is provided, and the wind pressure plate 7-r
When receiving the pressure, the hydraulic pump 7-t, which is linked with the wind pressure plate,
The ston-shaped member 7-p is pushed, so that the inside of the pump is
The filled liquid is extruded and passes through 7-pp such as a pipe.
To the hydraulic pump 7-u that activates the fixing device G
Then, the piston-like member 7-p of the hydraulic pump is pushed and fixed.
Structure 2 supporting the structure whose pin tip 7-w is seismically isolated
Is inserted into the insertion portion 7-vm / v of the fixing pin provided in
The structure A to be seismically isolated is fixed. Wind pressure below a certain level
Then, the wind pressure plate 7-r is provided with a spring or the like (elasticity such as a spring or rubber).
9-c or by the action of gravity,
Back to the position, thereby the hydraulic pressure
The piston member 7-p of the pump 7-t also returns to the original position.
As a result, the liquid is also pulled back, and the hydraulic pump
The piston-like member 7-p in the step 7-u is returned and seismically isolated.
The fixing of the structure A is released. The sensitivity of this fixing device G
Is fixed to a hydraulic pump 7-t interlocked with the wind pressure plate 7-r.
Cylinder with hydraulic pump 7-u for operating device G
Is determined by the size of That is, the fixing device G is activated.
Compared with the hydraulic pump 7-u
The larger the cylinder of the pump 7-t, the harder the
The setting device G becomes sensitive to wind force. Also, the fixing device
In order to operate only at a certain wind pressure,
A play is provided between the pressure plate 7-r and the hydraulic pump 7-t to keep the pressure constant.
It is only necessary to take a form that acts on the hydraulic pump only at the above wind pressure.
No. The wind pressure plate 7-r and the hydraulic pump 7
-T attaches the tail 7-y and puts it on the rotating mandrel 7-x.
By rotating like a weathercock, always wind upwind
It can take the form of directing the pressure plate 7-r, whereby
This device can respond to wind in all directions.
You. Although it is called a hydraulic type, the inside of the pump is full.
The liquid to be added may be a liquid other than oil, and may be a gas.
Good. In addition to liquids and gases, liquefiable solids (particles)
Solids) can also be used. Also, the wind sensor
Inside, or between the wind sensor and the fixing device, or the fixing device
8.5. Attach a delay device described later in, etc.,
From when the wind drops below a certain level until the fixing pin is released
There is a way to extend the time. 2) Connecting member valve type fixing device The connecting member valve type fixing device is a flexible member in the case of an inflexible member.
Divided into cases. a. In the case of an inflexible member FIG.
This is an example. The above is 8.2.1. Already explained in (1)
There is a wind sensor 7-q and a valve (fixed valve) 7-ef
Are linked by a tube 7-ql from the wind sensor. b. In the case of a flexible member FIG.
This is an example. The above is 8.2.1. Already explained in (1)
However, the wind sensor 7-q and the valve (fixed valve) 7-ef
Operated by tube 7-ql from wind sensor. (2) Indirect method Main mechanism for locking the operating part of the fixing device such as a fixing pin
The lock member is divided into a lock valve and a lock pin.
The lock valve type and lock pin
The method is divided into two. 1) Lock valve system When the operating part of the fixing device is a fixed pin = fixed pin system,
In the case of connecting member (inflexible member / flexible member) = connecting member system
There is. a. Fixed pin system In the case of fixed pins, the wind sensor
A plate (wind pressure plate) that receives pressure is provided.
When it comes to wind pressure, the hydraulic pump
Lock that locks the fixing device by hydraulic pressure
Activate the lock valve to lock the fixing pin, and
Fix the structure and the structure supporting the seismically isolated structure
It is configured as follows. FIGS. 196 (a) and (b) show the
1 shows an embodiment of a lock valve system. FIG. 196
(A) and (b) show the automatic operation by seismic force according to claim 147.
This is an embodiment in the case of a restoration type. Insertion part 7-v of fixing pin
m and the fixing pin 7 to one of the structures 1 that are seismically isolated
The other is installed on the structure 2 supporting the seismically isolated structure.
Support the seismically isolated structure 1 and the seismically isolated structure
The structure 2 is connected to a concave insertion part 7-
vm to a fixed pin (this fixed pin etc.
It moves flat and is inserted by a concave insertion
By freely inserting 7)
In the fixing device to fix and prevent wind sway, etc.
The support part of the pin 7 is a cylindrical part and a piston-like member
7-p, with almost no leakage of liquid and gas in the cylinder
Fixed pin 7 having a piston-like member 7-p that slides
Is inserted into the tube, and the fixing pin tip 7-w is
Protruding, and further sandwich the piston-like member of this cylinder.
Opposite sides (the end of the range where the piston
And the end) are connected by a pipe 7-e or a groove,
Hole is provided in the piston-like member 7-p,
An outlet through which the liquid / gas extruded by the material exits from inside the cylinder
Is provided, and this cylinder's fixie
Tube 7-e (FIG. 196) connecting the opposite sides of the
(See (a)) Also in the groove or the piston-like member 7-p
Holes (also grooves in the piston-like member)
The liquid, gas, etc. extruded by the ton-shaped member 7-p
Exit from inside (see FIG. 196 (b)) or all
Lock valve (lock member) for locking the fixing pin 7
7-ef is provided, and the wind sensor receives wind pressure.
Plate (wind pressure plate) for
The hydraulic pressure from the hydraulic pump linked to the wind pressure plate
To close the lock valve (lock member)
To lock the seismically isolated structure and the seismically isolated structure.
It is configured to fix the holding structure. this
There are the following two types of devices. One is the wind sensor
The hydraulic pressure from the hydraulic pump works as a signal and the motor
The lock valve (lock member) is operated by operating an electromagnet, etc.
The one that closes 7-ef, the other is
The hydraulic pressure from the hydraulic pump is directly applied to this lock valve (lock
The closing member 7-ef is closed. In addition, wind
In the sensor, or between the wind sensor and the fixing device, or
In the fixing device, 8.5. Add a delay device to be described later
The fixed pin is released when the wind power drops below a certain level.
There is also a way to increase the time it takes to get started. Regarding the fixing device
And others, 8.2.4. This is the same as (2) of the electric type.
The wind sensor 7-q is the same as (1) above.
It is. Although it is called a hydraulic type,
May be liquids other than oil, and may be gas
May be. In addition to liquids and gases, liquefiable solids
(A granular solid or the like) can also be used. b. Connecting member system In the case of connecting members (inflexible member / flexible member),
Except for the relationship between the piston-like member and the fixing pin, a. Fixed
It has basically the same configuration as the pin system. In the case of inflexible members
Is the structure 2 supporting the structure to be seismically isolated or
Fixed to one of the structures 1
The working part of the device and the other structure
Connect with a binding member. In the case of a flexible member, the connecting member is
Except that it is a material,
The configuration is the same. 2 structures supporting the structure to be seismically isolated
Or installed on one of the seismically isolated structures 1
The operating part 7-p of the fixed device and the other structure
The insertion provided on the structure side where the fixing device is installed
Wires, ropes, cables, etc. are possible through the entrance 31
The flexible members 8-f are connected by connecting members. The other structure
The support point between the structure and the flexible member 8-f can be rotated 360 degrees
Flexible joint 8-fj. Insertion slot 31
For the shape of, for example, one direction (including reciprocation, the following
Same) If you want to have restoration performance,
Shaped insertion hole, insertion hole through rollers, omnidirectional restoration performance
If you want to have a
Like a slot-shaped insertion port or a mortar-shaped insertion port
In addition, the corner where the flexible member 8-f and the insertion port 31 are in contact is rounded.
Or through a rotor such as a roller (in that case, the flexible part
Two axes perpendicular to the material 8-f (the two axes are orthogonal to each other)
Direction) and a rotor such as a roller
It is better to reduce friction
No. In addition, the material of the insertion port 31 is preferably a low friction material and has a high strength.
is necessary. 2) Lock pin method When the operating part of the fixing device is a fixed pin = fixed pin system,
In the case of connecting member (inflexible member / flexible member) = connecting member system
There is. a. Fixed pin system In the case of fixed pins, from the wind sensor
This hydraulic pin activates the fixed pin
Locks and supports seismically isolated and seismically isolated structures
And a structure to be fixed.
147. An automatic restoration type field according to claim 147.
One of the fixing pin insertion section and the fixing pin
Supports a structure that is seismically isolated on the other side
Seismically isolated structure and seismically isolated structure
The structure that supports the body has a concave shape such as a mortar or spherical shape.
Fix by inserting the fixing pin into the insertion part,
Fixing devices to prevent mortar, etc.
Free up and down during an earthquake due to the concave insert
Lock pin to lock this fixed pin to the fixed pin
(Locking member) and receives wind pressure from the wind sensor
Plate (wind pressure plate)
The hydraulic pressure from the hydraulic pump linked to the wind pressure plate
Activate this lock pin to lock the fixed pin
The structure supporting the seismically isolated structure and the seismically isolated structure
It is configured to fix the structure. This device
There are the following two types. One is the wind sensor hydraulic port.
The oil pressure from the pump works as a signal,
Activate the magnet, etc. to create this lock pin (lock member).
Another thing to move is the wind sensor hydraulic pump
These oil pressures cause this lock pin (lock member) to
To operate. b. Connecting member system In the case of connecting members (inflexible member / flexible member),
Except for the relationship between the piston-like member and the fixing pin, a. Fixed
It has basically the same configuration as the pin system. In the case of inflexible members
Is the structure 2 supporting the structure to be seismically isolated or
Fixed to one of the structures 1
The working part of the device and the other structure
Connect with a binding member. In the case of a flexible member, the connecting member is
Except that it is a material,
The configuration is the same. 2 structures supporting the structure to be seismically isolated
Or installed on one of the seismically isolated structures 1
The operating part 7-p of the fixed device and the other structure
The insertion provided on the structure side where the fixing device is installed
Wires, ropes, cables, etc. are possible through the entrance 31
The flexible members 8-f are connected by connecting members. The other structure
The support point between the structure and the flexible member 8-f can be rotated 360 degrees
Flexible joint 8-fj. Insertion slot 31
For the shape of, for example, one direction (including reciprocation, the following
Same) If you want to have restoration performance,
Shaped insertion hole, insertion hole through rollers, omnidirectional restoration performance
If you want to have a
Like a slot-shaped insertion port or a mortar-shaped insertion port
In addition, the corner where the flexible member 8-f and the insertion port 31 are in contact is rounded.
Or through a rotor such as a roller (in that case, the flexible part
Two axes perpendicular to the material 8-f (the two axes are orthogonal to each other)
Direction) and a rotor such as a roller
It is better to reduce friction
No. In addition, the material of the insertion port 31 is preferably a low friction material and has a high strength.
is necessary. 8.2.3. Wind sensor-equipped fixing device (mechanical type) Wire rope
・ Cables and rods are used. (1) Direct method For the direct method of the fixing device (mechanical type) equipped with a wind sensor
Examples are shown below. This device has the following two types.
You. One is that when the wind pressure exceeds a certain level, the wind sensor
Wire, rope, cable, rod, etc.
Contracted or pulled, and the mechanical force (compressive or tensile)
Tension) is transmitted as a mechanical signal to activate the fixing device
(For example, when a mechanism such as a motor in the
And the fixing device is set (locked / fixed)), seismic isolation
The structure to be supported and the structure to support the seismically isolated structure
Is fixed, and the other is mechanical force (compression force)
Or tensile force) directly acts on the actuator of the fixing device.
Is to be Also in the wind sensor or in the wind
7. between the sensor and the fixation device or in the fixation device;
5. With a delay device described later, the wind power is below a certain level
Increase the time it takes for the locking device to be released after
There is also a method. In addition, the direct method depends on the connection form, 1)
Two types of fixing pin type fixing device and 2) connecting member valve type fixing device
Can be divided into types. 1) Fixing pin type fixing device An example is shown in FIGS. 135 to FIG.
37 is a fixing pin type fixing device of an inflexible member type connecting member system
Is the case. The above is 8.2.1. Already explained in (1)
is there. 2) Connecting member valve type fixing device The connecting member valve type fixing device is a flexible member in the case of an inflexible member.
Divided into cases. a. In the case of an inflexible member FIG.
This is an example. The above is 8.2.1. Already explained in (1)
There is a wind sensor 7-q and a valve (fixed valve) 7-ef
By wire, rope, cable, rod, etc. 8
Interlock. b. In the case of a flexible member FIG.
This is an example. The above is 8.2.1. Already explained in (1)
However, the wind sensor 7-q and the valve (fixed valve) 7-ef
Interlocked by wire, rope, cable, rod, etc. 8
I do. (2) Indirect method Main mechanism for locking the operating part of the fixing device such as a fixing pin
The lock member is divided into a lock valve and a lock pin.
The lock valve type and lock pin
The method is divided into two. 1) Lock valve system When the operating part of the fixing device is a fixed pin = fixed pin system,
In the case of connecting member (inflexible member / flexible member) = connecting member system
There is. a. Fixed pin system In the case of fixed pins, the wind sensor
A plate (wind pressure plate) that receives pressure is provided.
When it comes to wind pressure, the hydraulic pump
Lock that locks the fixing device by hydraulic pressure
Activate the lock valve to lock the fixing pin, and
Fix the structure and the structure supporting the seismically isolated structure
It is configured as follows. FIGS. 196 (a) and (b) show the
1 shows an embodiment of a lock valve system. FIG. 196
(A) and (b) show the automatic operation by seismic force according to claim 147.
This is an embodiment in the case of a restoration type. Insertion part 7-v of fixing pin
m and the fixing pin 7 to one of the structures 1 that are seismically isolated
The other is installed on the structure 2 supporting the seismically isolated structure.
Support the seismically isolated structure 1 and the seismically isolated structure
The structure 2 is connected to a concave insertion part 7-
vm to a fixed pin (this fixed pin etc.
It moves flat and is inserted by a concave insertion
By freely inserting 7)
In the fixing device to fix and prevent wind sway, etc.
The support part of the pin 7 is a cylindrical part and a piston-like member
7-p, with almost no leakage of liquid and gas in the cylinder
Fixed pin 7 having a piston-like member 7-p that slides
Is inserted into the tube, and the fixing pin tip 7-w is
Protruding, and further sandwich the piston-like member of this cylinder.
Opposite sides (the end of the range where the piston
Is the pipe 7-e or the groove (attached to the cylinder 7-a)?
Or a hole is provided in the piston-like member 7-p.
Liquid that has been extruded or
Make sure that there is an outlet for gas etc.
And the other side of the cylinder with the piston-like member
Pipe 7-e (see FIG. 196 (a)) or a groove
A hole in the piston-shaped member 7-p (also a piston-shaped
Groove provided in the member) or the piston-like member 7-p.
The outlet from which the liquid / gas to be extruded exits from the cylinder (FIG. 19).
6 (b)), or lock the fixing pin 7
Lock valve (lock member) 7-ef
When the wind pressure exceeds a certain level, the wind sensor
Due to the mechanical force (compression or tension), this lock valve
Close the (locking member) to lock the fixing pin and seismic isolation
The structure to be supported and the structure to support the seismically isolated structure
It is configured to be fixed. This device has the following
There are two types. One is that the mechanical force from the wind sensor
Working as a motor, operating a motor or electromagnet, etc.
Closing the lock valve (lock member) 7-ef of
Another is that the mechanical force from the wind sensor is directly
The lock valve (lock member) 7-ef is closed.
You. In addition, the wind sensor uses a plate (wind pressure plate) that receives wind pressure.
If so, the wind sensor 7-q
When the wind pressure plate 7-r receives wind pressure,
The associated piston-like member 7-p is pushed. To that
From the lock valve (lock member) 7-ef.
7-ql of wire, rope, cable, rod etc. is pulled
Or pushed out, close the lock valve 7-ef
You. When the wind falls below a certain level, the wind pressure plate 7-r
Is a spring or the like (an elastic body such as a spring or rubber or a magnet) 9-
c returns to its original position by force or gravity.
The piston-like member 7 interlocked with the wind pressure plate 7-r
-P also returns to its original position. Then, the wire rope
・ Whether 7-ql such as cable is extruded or pulled
And return the piston-like member 7-p of the fixing device,
The fixing of the structure A is released. The wind pressure plate 7-r and
Hydraulic pump 7-t linked to it has tail fin 7-y.
And put it on the rotating mandrel 7-x,
So that the wind pressure plate 7-r always faces upwind.
The device can be used by anyone
It can respond to the wind in the direction. Also, the wind sensor
Inside, or between the wind sensor and the fixing device, or the fixing device
8.5. Attach the delay device described later in
There is also a way to extend the time until the release of the fixed pin after constant wind
is there. Regarding the fixing device, others are described in 8.2.4. Electric type
Is the same as Also, it only affects the wind pressure above a certain level.
To do so, between the wind pressure plate and the piston-like member 7-p,
You just have to play. b. Connecting member system In the case of connecting members (inflexible member / flexible member),
Except for the relationship between the piston-like member and the fixing pin, a. Fixed
It has basically the same configuration as the pin system. In the case of inflexible members
Is the structure 2 supporting the structure to be seismically isolated or
Fixed to one of the structures 1
The working part of the device and the other structure
Connect with a binding member. In the case of a flexible member, the connecting member is
Except that it is a material,
The configuration is the same. 2 structures supporting the structure to be seismically isolated
Or installed on one of the seismically isolated structures 1
The operating part 7-p of the fixed device and the other structure
The insertion provided on the structure side where the fixing device is installed
Wires, ropes, cables, etc. are possible through the entrance 31
The flexible members 8-f are connected by connecting members. The other structure
The support point between the structure and the flexible member 8-f can be rotated 360 degrees
Flexible joint 8-fj. Insertion slot 31
For the shape of, for example, one direction (including reciprocation, the following
Same) If you want to have restoration performance,
Shaped insertion hole, insertion hole through rollers, omnidirectional restoration performance
If you want to have a
Like a slot-shaped insertion port or a mortar-shaped insertion port
In addition, the corner where the flexible member 8-f and the insertion port 31 are in contact is rounded.
Or through a rotor such as a roller (in that case, the flexible part
Two axes perpendicular to the material 8-f (the two axes are orthogonal to each other)
Direction) and a rotor such as a roller
It is better to reduce friction
No. In addition, the material of the insertion port 31 is preferably a low friction material and has a high strength.
is necessary. 2) Lock pin method When the operating part of the fixing device is a fixed pin = fixed pin system,
In the case of connecting member (inflexible member / flexible member) = connecting member system
There is. a. Fixed pin system In the case of fixed pins, from the wind sensor
The lock pin is activated and the fixed pin is
Locks and supports seismically isolated and seismically isolated structures
And a structure to be fixed.
147. An automatic restoration type field according to claim 147.
One of the fixing pin insertion section and the fixing pin
Supports a structure that is seismically isolated on the other side
Seismically isolated structure and seismically isolated structure
The structure that supports the body has a concave shape such as a mortar or spherical shape.
Fix by inserting the fixing pin into the insertion part,
Fixing devices to prevent mortar, etc.
Free up and down during an earthquake due to the concave insert
Lock pin to lock this fixed pin to the fixed pin
(Lock member) is attached, and the wind pressure exceeds a certain level
And the mechanical force (compression or tension) from the wind sensor
Actuates this lock pin to lock the fixed pin
The structure supporting the seismically isolated structure and the seismically isolated structure
It is configured to fix the structure. This device
There are the following two types. One is the machine from the wind sensor
The mechanical force works as a signal, and the motor, electromagnet, etc.
To operate this lock pin (lock member).
The other is that the mechanical force from the wind sensor is directly
This lock pin (lock member) is operated.
You. b. Connecting member system In the case of connecting members (inflexible member / flexible member),
Except for the relationship between the piston-like member and the fixing pin, a. Fixed
It has basically the same configuration as the pin system. In the case of inflexible members
Is the structure 2 supporting the structure to be seismically isolated or
Fixed to one of the structures 1
The working part of the device and the other structure
Connect with a binding member. In the case of a flexible member, the connecting member is
Except that it is a material,
The configuration is the same. 2 structures supporting the structure to be seismically isolated
Or installed on one of the seismically isolated structures 1
The operating part 7-p of the fixed device and the other structure
The insertion provided on the structure side where the fixing device is installed
Wires, ropes, cables, etc. are possible through the entrance 31
The flexible members 8-f are connected by connecting members. The other structure
The support point between the structure and the flexible member 8-f can be rotated 360 degrees
Flexible joint 8-fj. Insertion slot 31
For the shape of, for example, one direction (including reciprocation, the following
Same) If you want to have restoration performance,
Shaped insertion hole, insertion hole through rollers, omnidirectional restoration performance
If you want to have a
Like a slot-shaped insertion port or a mortar-shaped insertion port
In addition, the corner where the flexible member 8-f and the insertion port 31 are in contact is rounded.
Or through a rotor such as a roller (in that case, the flexible part
Two axes perpendicular to the material 8-f (the two axes are orthogonal to each other)
Direction) and a rotor such as a roller
It is better to reduce friction
No. In addition, the material of the insertion port 31 is preferably a low friction material and has a high strength.
is necessary. FIG. 143 is an example. FIG. 143
Locking of fixed pin type fixing device of inflexible member type connecting member system
This is a pin-type embodiment. 8.2.4. Wind sensor-equipped fixing device (electric type) Electricity is used as a means of transmitting the reaction of the wind sensor.
It is. (1) Direct method The direct method of the fixing device (electric type) equipped with a wind sensor
Examples are shown below. When the wind pressure exceeds a certain level, the wind sensor
Is transmitted as an electric signal, and the signal is fixed.
The seismically isolated structure and the structure to be seismically isolated
Secure the structure supporting the body. Specifically,
No. activates the motor etc. in the fixing device, and the motor
-Also, an electromagnet moves the operating part of the fixing device such as a fixing pin.
It has become faint. When the wind falls below a certain level, the spring
(Elastic body such as spring or rubber or magnet) 9-c or
By the action of gravity, the fixing device such as the fixing pin of the fixing device
The fixed part of the operating part returns to its original position and is
Release the fixing between the structure and the structure supporting the seismically isolated structure.
Is convenient. Also, when the wind power falls below a certain
The time until the operating part of the fixing device is released after
There is also a method of providing a timer or the like for performing the operation. Direct method
From the connection form, 1) fixed pin type fixing device and 2) connection
It can be divided into two types of member valve type fixing devices. Real
Examples are shown in FIGS. 141, 145, and 146. 1) In the case of a fixing pin type fixing device FIG. 141 shows a fixing pin type fixing of an inflexible member type connecting member system.
This is the case of the device. 8.2.1. Already explained in (1)
You. 2) In the case of a connecting member valve type fixing device The connecting member valve type fixing device is a flexible member in the case of an inflexible member.
Divided into cases. FIG. 145 shows an inflexible member type connecting portion.
This is the case of a material valve type fixing device. FIG. 146 shows a flexible member type.
3 is a case of the connecting member valve type fixing device. The above is 8.
2.1. This has already been described in (1). (2) Indirect method B is the main member of the mechanism that locks the operating part of the fixing device.
Lock member is separated into lock valve and lock pin
As described below, the lock valve method and lock pin method
Divided into two. 1) Lock valve system When the operating part of the fixing device is a fixed pin = fixed pin system,
In the case of connecting member (inflexible member / flexible member) = connecting member system
There is. a. Fixed pin system In the case of fixed pin, if the wind pressure
The wind turbine voltage is fixed
Voltage exceeds the level at which the locked mechanism is activated,
Activate the lock valve (motor, electromagnet, etc.) to lock the fixing pin.
To support seismically isolated and seismically isolated structures.
And a fixed structure. In addition,
In the case of the automatic restoration type based on the seismic force,
196 (a) and (b) show the implementation.
In the example, between the fixing pin insertion portion 7-vm and the fixing pin 7,
One structure is seismically isolated and the other is seismically isolated.
The structure 1 supporting the structure is provided on the structure 2 to be seismically isolated.
The structure 2 supporting the structure to be seismically isolated is mortar-shaped.
A fixing pin (this fixing) is attached to the concave insertion portion 7-vm such as a spherical shape.
The pins move horizontally when a horizontal force is applied, and
Up and down freely by concave insertion part such as surface
7) Fix by inserting 7 to prevent wind sway, etc.
In the fixing device, the supporting portion of the fixing pin 7 is
It consists of a piston-like member 7-p that enters into it,
Piston-like part that slides almost without leaking body, gas, etc.
A fixing pin 7 having a material 7-p is inserted into the cylinder, and
The fixing pin tip 7-w protrudes outside the
Opposite sides of the piston-shaped member 7-p (pis
The end of the range in which the ton-shaped member 7-p slides) is a tube.
7-e is also connected by a groove or a piston-like member 7-e
p is provided with a hole or pushed by a piston-like member.
An outlet is provided for the liquid or gas to be discharged from the cylinder
The piston-like member 7-
Tube 7-e connecting the opposite sides of p (FIG. 196 (a)
See also groove or hole in piston-like member 7-p
(Also a groove in the piston-like member) or a piston-like member
Liquid and gas extruded by the member 7-p
At the exit (see FIG. 196 (b)) or all
Lock valve (lock member) 7-ef for locking the fixing pin
Is attached, and when the wind pressure exceeds a certain level,
The lock valve 7-ef is closed and fixed by a command from the wind sensor.
Lock the fixed pin 7 and seismically isolate the structure 1 to be seismically isolated
It is configured to fix the structure 2 that supports the structure.
ing. Specifically, the electrical signal from the wind sensor
With the locking member of the pipe 7-e (and the groove) of the fixing device,
A certain lock valve (electric valve, solenoid valve, etc.) 7-ef is closed.
Insert portion 7-v (including mortar type etc.) and insert portion 7-v
Has a fixing pin 7 fixed by the
A piston-like member 7-p that slides without leaking air
The fixed pin 7 is fixed to the cylinder (fixed pin mounting portion) 7-a.
And the fixing pin tip 7-w protrudes outside
Furthermore, the piston 7-p of the cylinder 7-a is slid.
The ends of the range are connected by a pipe 7-e (also a groove).
I have. And this pipe 7-p is attached to the piston-like member 7-p.
hole 7 having an opening area larger or smaller than e (and a groove)
-J, and the lock valve (lock portion)
Material) 7-ef. This lock valve 7-ef is a piston
Attached to open when the spring member 7-p is retracted.
It is. Further, the valve 7-f has a smaller opening area.
This valve 7-f retracts the piston-like member 7-p.
Sometimes attached to close. In addition, the cylinder 7-a
A spring inside (elastic body such as spring or rubber or magnet) 7-
o enters and the piston-like member 7-p also moves due to gravity.
In some cases, the fixing pin 7 serves to push out the fixed pin 7 (FIG. 19).
6 (a), the piston-like member 7-p is
And the spring, rubber, etc.
Fixing the piston-like member 7-p with a magnet or the like (tensile spring)
The fixed pin 7 may be extruded). Of tube 7-e (also groove)
The opening area is larger than the hole 7-j of the piston-like member,
Check valve 7-ef is attached to the tube 7-e (and groove)
If you explain that the wind blows over a certain level
And the electric signal from the wind sensor, electric valve type, electromagnetic
Lock the pipe 7-e (and groove) of the fixing device by a valve-type method.
The valve 7-ef is closed. Close this lock valve 7-ef
It is possible to extrude the piston 7-p
Will not be pulled in even if
Locked. In addition, a timer is attached and the lock valve 7-e
There is also a method of controlling the time during which f is closed. Also, pipe 7
-E (also groove), hole 7-j, valve 7-f, and lock valve 7-e
Due to the nature of f, the fixing pin tip 7-w is inserted into the cylinder 7-a.
In the inbound direction, it is prompt, in the outbound direction it is delayed
You. Therefore, at the time of an earthquake, the fixed pin tip 7-w is fast.
Smoothly enter tube 7-a, seismic isolation starts, seismic force works
It is difficult to come out while you are. The cylinder 7-a and the pipe 7-
e (and groove) is a field filled with a liquid such as lubricating oil.
In some cases. The above is the structure 1 from which the fixing pin 7 is seismically isolated.
Supports the structure where the insertion part 7-v of the fixing pin is seismically isolated
That is attached to the structure 2
There are, however, the opposite relationship. That is, the fixing pin
One of the insertion part 7-v and the fixing pin 7
To the structure 1 to be seismically isolated
To be provided in the structure 2. The upper part of the cylinder 7-a
Regarding 4.6. Just like the clasp is fixed
In some cases, the inside of the upper part of the cylinder 7-a is a female screw.
And the male screw 7-d is inserted there.
You. This male screw 7-d is rotated in the entry direction and tightened.
By compressing the spring 7-o, the spring 7-o
And the pushing force of the fixed pin tip 7-w
It has a function to improve the resilience,
To correct the residual displacement of the structure A. Ma
Attach a valve to the pipe 7-e (also groove) and the hole 7-j.
Can be manually forcibly fixed in strong winds
Become. Also, when the wind power drops below a certain level, the fixing pins are released.
A timer etc. is provided to extend the time until
There is also a method. b. Connecting member system In the case of connecting members (inflexible member / flexible member),
Except for the relationship between the piston-like member and the fixing pin, a. Fixed
It has basically the same configuration as the pin system. In the case of inflexible members
Is the structure 2 supporting the structure to be seismically isolated or
Fixed to one of the structures 1
The working part of the device and the other structure
Connect with a binding member. In the case of a flexible member, the connecting member is
Except that it is a material,
The configuration is the same. 2 structures supporting the structure to be seismically isolated
Or installed on one of the seismically isolated structures 1
The operating part 7-p of the fixed device and the other structure
The insertion provided on the structure side where the fixing device is installed
Wires, ropes, cables, etc. are possible through the entrance 31
The flexible members 8-f are connected by connecting members. The other structure
The support point between the structure and the flexible member 8-f can be rotated 360 degrees
Flexible joint 8-fj. Insertion slot 31
For the shape of, for example, one direction (including reciprocation, the following
Same) If you want to have restoration performance,
Shaped insertion hole, insertion hole through rollers, omnidirectional restoration performance
If you want to have a
Like a slot-shaped insertion port or a mortar-shaped insertion port
In addition, the corner where the flexible member 8-f and the insertion port 31 are in contact is rounded.
Or through a rotor such as a roller (in that case, the flexible part
Two axes perpendicular to the material 8-f (the two axes are orthogonal to each other)
Direction) and a rotor such as a roller
It is better to reduce friction
No. In addition, the material of the insertion port 31 is preferably a low friction material and has a high strength.
is necessary. 2) Lock pin method When the operating part of the fixing device is a fixed pin = fixed pin system,
In the case of connecting member (inflexible member / flexible member) = connecting member system
There is. a. Fixed pin system In the case of fixed pins, from the wind sensor
The lock pin operates and the fixed pin is
Locks and supports seismically isolated and seismically isolated structures
And a structure to be fixed.
147. An automatic restoration type field according to claim 147.
One of the fixing pin insertion section and the fixing pin
Supports a structure that is seismically isolated on the other side
Seismically isolated structure and seismically isolated structure
The structure that supports the body has a concave shape such as a mortar or spherical shape.
Fix by inserting the fixing pin into the insertion part,
Fixing devices to prevent mortar, etc.
Free up and down during an earthquake due to the concave insert
Lock pin to lock this fixed pin to the fixed pin
(Lock member). This allows for post-earthquake
Does not require the fixed pin restoration function. FIGS. 210 to 21
1 is a wind-operated fixing device equipped with a wind sensor.
It is an embodiment of a lock pin type fixing pin type fixing device.
In this example, further according to claim 147,
In the case of automatic restoration type, concave shape such as mortar shape, spherical shape, etc.
The fixing pin 7 inserted into the insertion portion 7-vm
Insert the lock member 11 in the direction to lock the fixed pin,
This type locks the fixing device G. This fixing pin
The operating mechanism includes a lock member control device comprising an electromagnet.
And a lock member control device consisting of a motor.
FIG. 210 is an example of the former, and FIG.
1 is an example of the latter. Installed on the seismically isolated structure 1
The fixing pin 7 of the fixing device G supports the structure to be isolated.
Of a concave shape such as a mortar shape, a spherical shape, etc.
The lock portion is inserted into the insertion portion 7-vm and is normally used.
The material 11 locks the fixing pin 11 with a spring 9-t or the like.
It is a mechanism that does not. When the wind pressure exceeds a certain level,
The lock member control device (electronic
Magnet) 45 or lock member control device (motor) 4
6 operates to lock the lock member 11 and the fixing pin 7
In the direction of the notch, groove,
Locking the fixing pin 7 by inserting it into the recess 7-c,
The seismic isolation structure 1 and the seismically isolated structure 1
When the structure 2 supporting the structure is fixed, the wind pressure
, The lock member is activated by a command from the wind sensor 7-q.
Control device (electromagnet) 45 or lock member control device
(Motor) 46 stops operating, and lock member 11
Return to release the lock of the fixing pin 7
G is released, seismically isolated structure 1 and seismically isolated structure
Release from the structure 2 that supports
It is a mechanism to return. At this time, the wind pressure dropped below a certain level
A certain time after the wind sensor 7-q detects
To set a timer to release the fixing device
There is also. b. Connecting member system In the case of connecting members (inflexible member / flexible member),
Except for the relationship between the piston-like member and the fixing pin, a. Fixed
It has basically the same configuration as the pin system. In the case of inflexible members
Is the structure 2 supporting the structure to be seismically isolated or
Fixed to one of the structures 1
The working part of the device and the other structure
Connect with a binding member. In the case of a flexible member, the connecting member is
Except that it is a material,
The configuration is the same. 2 structures supporting the structure to be seismically isolated
Or installed on one of the seismically isolated structures 1
The operating part 7-p of the fixed device and the other structure
The insertion provided on the structure side where the fixing device is installed
Wires, ropes, cables, etc. are possible through the entrance 31
The flexible members 8-f are connected by connecting members. The other structure
The support point between the structure and the flexible member 8-f can be rotated 360 degrees
Flexible joint 8-fj. Insertion slot 31
For the shape of, for example, one direction (including reciprocation, the following
Same) If you want to have restoration performance,
Shaped insertion hole, insertion hole through rollers, omnidirectional restoration performance
If you want to have a
Like a slot-shaped insertion port or a mortar-shaped insertion port
In addition, the corner where the flexible member 8-f and the insertion port 31 are in contact is rounded.
Or through a rotor such as a roller (in that case, the flexible part
Two axes perpendicular to the material 8-f (the two axes are orthogonal to each other)
Direction) and a rotor such as a roller
It is better to reduce friction
No. In addition, the material of the insertion port 31 is preferably a low friction material and has a high strength.
is necessary. Examples are shown in FIGS. 142 and 147. Figure
142 is a fixing pin type fixing device of an inflexible member type connecting member system.
This is the case of the lock pin method. FIG. 147 is inflexible
Lock pin for fixing pin type fixing device of member type connecting member system
This is the case for expressions. The above is 8.2.1. Explained in (2)
It is. 8.2.5. Wind generator-type wind sensor-equipped fixing device The wind sensor is a wind generator-type wind sensor, and the wind sensor
Of wind power generator type wind sensor
It uses electricity. (1) Direct method The invention according to claim 150 is a wind generator type wind sensor.
Shows an example of the direct type of the equipment type fixing device.
You. When the wind pressure exceeds a certain level, the voltage of the wind generator
The voltage becomes higher than that of operating the fixed device, and the fixed device is activated.
To support seismically isolated and seismically isolated structures
Fix the structure. Specifically, electricity generated by a wind generator
Qi operates the motor and electromagnet etc. in the fixing device,
The motor etc. will move the operating part of the fixing device.
ing. When the wind power falls below a certain level, springs (springs
9-c, 9-t or gravity
The operating part of the fixing device returns to its original position
A structure supporting the structure to be shaken and a structure to be isolated
Release the lock. Also, when the wind is below a certain level
Tie to extend the time before the locking device is released
There is also a method of providing a mark or the like. Is the direct method connected?
1) fixed pin type fixing device and 2) connecting member valve type fixing device
Can be divided into two types. The embodiment is shown in FIG.
1, 145, and 146. 1) In the case of a fixing pin type fixing device FIG. 141 shows a fixing pin type fixing of an inflexible member type connecting member system.
This is the case of the device. 8.2.1. Already explained in (1)
You. 2) In the case of a connecting member valve type fixing device The connecting member valve type fixing device is a flexible member in the case of an inflexible member.
Divided into cases. FIG. 145 shows an inflexible member type connecting portion.
This is the case of a material valve type fixing device. FIG. 146 shows a flexible member type.
3 is a case of the connecting member valve type fixing device. The above is 8.
2.1. This has already been described in (1). (2) Indirect method The invention according to claim 151 is an electric type using a wind power generator.
Fig. 3 shows an embodiment of an indirect method of the fixing device.
8.2.1. (2) Indirect method (Claims 145 to 145)
Item 149) wind sensor-equipped fixing device
When the wind pressure exceeds a certain level, the voltage of the wind generator
To operate the lock member that locks the operating part of the
The voltage exceeds the required voltage, and the lock member is activated to fix
Locks the operating part of the device, and
And a structure that supports the structure
Things. In particular, the present invention relates to claim 147,
Fixing pin type fixing device.
・ It has a concave shape such as a spherical shape.
Combination with invention of wind-actuated fixing device enabling automatic restoration
By doing so, it is more effective to save power. Fixed equipment
Lock part, which is the main member of the mechanism that locks the operating part of the device
Since the material is divided into lock valve and lock pin,
Lock valve type and lock pin type
You. 1) Lock valve system When the operating part of the fixing device is a fixed pin = fixed pin system,
In the case of connecting member (inflexible member / flexible member) = connecting member system
There is. a. Fixed pin system In the case of fixed pin, if the wind pressure
The wind turbine voltage is fixed
Voltage exceeds the level at which the locked mechanism is activated,
Activate the lock valve (motor, electromagnet, etc.) to lock the fixing pin.
To support seismically isolated and seismically isolated structures.
And a fixed structure. In addition,
In the case of the automatic restoration type based on the seismic force,
196 (a) and (b) show the implementation.
In the example, between the fixing pin insertion portion 7-vm and the fixing pin 7,
One structure is seismically isolated and the other is seismically isolated.
The structure 1 supporting the structure is provided on the structure 2 to be seismically isolated.
The structure 2 supporting the structure to be seismically isolated is mortar-shaped.
A fixing pin (this fixing) is attached to the concave insertion portion 7-vm such as a spherical shape.
The pins move horizontally when a horizontal force is applied, and
Up and down freely by concave insertion part such as surface
7) Fix by inserting 7 to prevent wind sway, etc.
In the fixing device, the supporting portion of the fixing pin 7 is
It consists of a piston-like member 7-p that enters into it,
Piston-like part that slides almost without leaking body, gas, etc.
A fixing pin 7 having a material 7-p is inserted into the cylinder, and
The fixing pin tip 7-w protrudes outside the
Opposite sides of the piston-shaped member 7-p (pis
The end of the range in which the ton-shaped member 7-p slides) is a tube.
7-e and are connected by a groove (attached to the cylinder 7-a).
Or whether a hole is provided in the piston-shaped member 7-p,
Liquid, gas, etc. extruded by the piston-like member 7-p
Is there an exit from the inside of the cylinder?
And the opposite sides of the piston-like member 7-p of this cylinder
(End-to-end) The pipe 7-e (see FIG. 196 (a))
Or a hole in the piston 7-p (also
A groove provided in the ston-like member) or a piston-like member 7-
An outlet through which the liquid / gas extruded by p exits from the cylinder
(See FIG. 196 (b)).
A lock valve (lock member) 7-ef for locking the
When the wind pressure exceeds a certain level, the wind power generator
Is higher than the voltage at which the lock valve 7-ef is closed.
This lock valve (electrically operated valve, solenoid valve, etc.) 7-ef
Is closed and the fixing pin 7 is locked, and the seismically isolated structure 1 and
To fix the structure 2 supporting the seismically isolated structure
Is configured. If the fixing device has a delay mechanism,
8.2.4. (2) Same as indirect method (lock valve method)
Take the configuration. In addition, a breaker (excess current breaker)
Provided, current or voltage is constant when wind is stronger than expected
When the breaker goes down, the lock valve of the fixing device
(Electric valve, solenoid valve, etc.) Keep 7-ef closed
There are ways. b. Connecting member system In the case of connecting members (inflexible member / flexible member),
Except for the relationship between the piston-like member and the fixing pin, a. Fixed
It has basically the same configuration as the pin system. In the case of inflexible members
Is the structure 2 supporting the structure to be seismically isolated or
Fixed to one of the structures 1
The working part of the device and the other structure
Connect with a binding member. In the case of a flexible member, the connecting member is
Except that it is a material,
The configuration is the same. 2 structures supporting the structure to be seismically isolated
Or installed on one of the seismically isolated structures 1
The operating part 7-p of the fixed device and the other structure
The insertion provided on the structure side where the fixing device is installed
Wires, ropes, cables, etc. are possible through the entrance 31
The flexible members 8-f are connected by connecting members. The other structure
The support point between the structure and the flexible member 8-f can be rotated 360 degrees
Flexible joint 8-fj. Insertion slot 31
For the shape of, for example, one direction (including reciprocation, the following
Same) If you want to have restoration performance,
Shaped insertion hole, insertion hole through rollers, omnidirectional restoration performance
If you want to have a
Like a slot-shaped insertion port or a mortar-shaped insertion port
In addition, the corner where the flexible member 8-f and the insertion port 31 are in contact is rounded.
Or through a rotor such as a roller (in that case, the flexible part
Two axes perpendicular to the material 8-f (the two axes are orthogonal to each other)
Direction) and a rotor such as a roller
It is better to reduce friction
No. In addition, the material of the insertion port 31 is preferably a low friction material and has a high strength.
is necessary. 2) Lock pin method When the operating part of the fixing device is a fixed pin = fixed pin system,
In the case of connecting member (inflexible member / flexible member) = connecting member system
There is. a. Fixed pin system In the case of fixed pin, if the wind pressure
The wind turbine voltage is fixed
Voltage exceeds the level at which the locked mechanism is activated,
Activate the lock pin (motor, electromagnet, etc.)
Locks and supports seismically isolated and seismically isolated structures
It is configured to fix the structure to be formed. Also,
In the case of the automatic restoration type based on the seismic force according to claim 147,
Of the fixed pin insertion part and the fixed pin
Structure supported on the other structure
In the structure, the seismically isolated structure and the seismically isolated structure
Insert a concave shape such as a mortar or spherical shape into the supporting structure
Fix by inserting the fixing pin into the part,
In a fixing device to prevent
The shape insert allows free rise and fall during an earthquake
A lock pin (b) that locks the fixed pin
Lock member). This allows post-earthquake fixation
No need for pin restoration. FIG. 210 to FIG. 211
Is a wind generator type wind sensor according to claim 151.
Lock pin type among wind-operated fixing devices equipped with
1 is an embodiment of the fixing pin type fixing device of FIG. In this example,
In addition, the field of the automatic restoration type by the seismic force according to claim 147.
Insertion part 7- in concave form such as mortar shape, spherical shape, etc.
Lock this fixed pin to the fixed pin 7 inserted in vm
Lock member 11 in the direction
Type. Mechanism to operate this fixing pin
Uses a lock member control device consisting of electromagnets
And a method using a lock member control device consisting of a motor
210 is the former example, and FIG. 211 is the latter example.
is there. The fixing device G installed on the seismically isolated structure 1
A fixed pin 7 is provided on the structure 2 supporting the structure to be seismically isolated.
Inserted portion 7-vm in concave form such as mortar-shaped or spherical shape
The lock member 11 is normally
By 9-t and the like, a mechanism that does not lock the fixing pin 11 is provided.
ing. When the wind pressure exceeds a certain level, the wind generator
The voltage generated by the sensor 7-qd
Pressure, and there is a lock member control device (electromagnet) 45
Or the lock member control device (motor) 46 operates to
The locking member 11 is moved in a direction to lock the fixing pin 7,
Notch / groove / dent 7-c provided on fixing pin 7
The locking pin 7 is locked by inserting it, and the fixing device G is activated.
To support the seismically isolated structure 1 and the seismically isolated structure
When the wind pressure falls below a certain level,
The voltage generated by the generator type wind sensor 7-qd
Voltage below the voltage required for operation, the lock member control device (electromagnetic
Stone) 45 or lock member control device (motor) 46
Stops operating, the lock member 11 returns to its original position, and the fixing pin 7
Is released, the fixing device G is released, and the
Structure supporting seismic structure 1 and seismically isolated structure
This is a mechanism for releasing the fixation to 2 and returning to a normal state.
At this time, the wind generator type wind sensor 7-qd has a constant wind pressure.
Wait for a certain period of time after sensing that
When setting a timer to release the fixing device
is there. b. Connecting member system In the case of connecting members (inflexible member / flexible member),
Except for the relationship between the piston-like member and the fixing pin, a. Fixed
It has basically the same configuration as the pin system. In the case of inflexible members
Is the structure 2 supporting the structure to be seismically isolated or
Fixed to one of the structures 1
The working part of the device and the other structure
Connect with a binding member. In the case of a flexible member, the connecting member is
Except that it is a material,
The configuration is the same. 2 structures supporting the structure to be seismically isolated
Or installed on one of the seismically isolated structures 1
The operating part 7-p of the fixed device and the other structure
The insertion provided on the structure side where the fixing device is installed
Wires, ropes, cables, etc. are possible through the entrance 31
The flexible members 8-f are connected by connecting members. The other structure
The support point between the structure and the flexible member 8-f can be rotated 360 degrees
Flexible joint 8-fj. Insertion slot 31
For the shape of, for example, one direction (including reciprocation, the following
Same) If you want to have restoration performance,
Shaped insertion hole, insertion hole through rollers, omnidirectional restoration performance
If you want to have a
Like a slot-shaped insertion port or a mortar-shaped insertion port
In addition, the corner where the flexible member 8-f and the insertion port 31 are in contact is rounded.
Or through a rotor such as a roller (in that case, the flexible part
Two axes perpendicular to the material 8-f (the two axes are orthogonal to each other)
Direction) and a rotor such as a roller
It is better to reduce friction
No. In addition, the material of the insertion port 31 is preferably a low friction material and has a high strength.
is necessary. Examples are shown in FIGS. 142 and 147. Figure
142 is a fixing pin type fixing device of an inflexible member type connecting member system.
This is the case of the lock pin method. FIG. 147 is inflexible
Lock pin for fixing pin type fixing device of member type connecting member system
This is the case for expressions. The above is 8.2.1. Explained in (2)
It is. 8.2.6. An interlocking wind-actuated fixing device The invention according to claim 152 comprises a plurality of fixing devices.
The actuating parts or locking members of each fixing device are interconnected.
It is a fixing device with a mechanism to move, and the operating part of the fixing device
Or by linking the lock members,
Are configured to simultaneously secure the fixing devices
It is an interlocking operation type fixing device characterized by the following. 8.2.6.1. 157. The interlocking operation wind-actuated fixing device according to claim 153.
Fig. 170 = Interlocking operation (earthquake
Actuation) see mold fixing device). Smell in two or more fixing devices
Lock member with the function of locking each fixing device
Is a wire, rope, cable, rod, etc.
The wind sensor is connected to
When one of the lock members is activated, each lock member is linked
And fix each fixing device at the same time and seismically isolated
Fixing the structure and the structure supporting the seismically isolated structure
Interlocking operation type fixed
It is a fixed device. Specifically, fixed equipment to prevent wind sway, etc.
Two or more positions are used, and each fixing pin locks it
(Such as lock pins and lock valves, etc.)
Below, it is called “locking member”).
Are combined so that they can slide in the
Have been forgotten. Lock members are connected by wire, rope,
They are connected by cables, rods or releases. Wind
Occasionally, one of the lock members locks the fixing pin
Acting in the direction (extrusion or withdrawal)
Wire, rope, cable, rod, release, etc.
By connecting, the locking members of each fixing pin can be
Then, each fixing device is fixed. Wind
An example of an interlocking fixed device equipped with a sensor
The case where the lock member is a lock pin is shown. Lot
Locking member 11 for locking the fixing pin 7
A lock hole 11-v large enough to allow the pin 7 to penetrate is opened.
Notch / groove / dent provided in the fixing pin 7
By fitting the edge of the lock hole 11-v into 7-c.
As a result, the fixing pin 7 is locked. Lock members 11
Are connected by wire, rope, cable, rod, etc.
In the direction of locking, and the opposite direction.
Return at 9 (elastic body such as spring or rubber or magnet) 9
During wind, the wind sensor directly and interlocks
165. For example, as shown in FIG.
173 as shown in FIG.
Wire, rope, cable, rod in Leeds 8-r
8) or the wind sensor is locked
Through one of the lock members 11 through the control device 47 and the like,
Acting in the direction in which the lock member 11 is fixed,
11 is fixed to the edge of the lock hole 11-v
Locking by fitting into notch / groove / dent 7-c
The fixing pins 7 are simultaneously fixed in a locked state. Also,
Each lock member 11 is a wire, rope, cable,
In the case of connecting with 8-r such as release instead of 8
Is the direction of extrusion and how to pull by 8-r
Can be linked in both directions. In addition, the lock member 11
In the direction opposite to the lock fixing direction, either lock member
It is necessary to restore one of the 11 by attaching a spring 9 or the like.
In addition, in two or more of the automatic restoration type fixing devices,
The first locking member 7-1 locking the fixing pin 7
Technician with wire rope cable rod or lily
, So that if one moves, the other also moves
I do. 8.2.6.2. 157. The interlocking operation wind operated fixing device according to claim 154.
172 to 173 = interlocked
Operation (earthquake operation) type fixing device). Two or more fixed equipment
Position, each end has a function to lock each fixing device.
(Unbranched members, three or four or four
The lock member is moved so that it can move.
In the event of wind, the wind sensor
Operates in the movable direction, thereby locking each end
However, each fixing device is fixed at the same time and seismically isolated
Fixing the structure and the structure supporting the seismically isolated structure
Interlocking operation type fixed
It is a fixed device. Specifically, a plurality to prevent wind sway, etc.
Of the function of locking each fixing pin
A lock member having several lock holes 11-v is
Can be moved (slid) in the direction to lock or unlock
And the lock member is pushed out in the wind
Lock with the function to lock when pulled back
Each fixing pin is fitted by the hole 11-v,
It is sometimes fixed. Lock member form and
Depending on the number of fixing devices,
Four or four or more branches
Conceivable. Interlocking type fixing device equipped with wind sensor
The following shows an example. During wind, the wind sensor can be
Through a member linked to this (for example, as shown in FIG. 165)
Through the action section (extrusion section, tension section, etc.) 17,
As shown in Fig. 173, the wire rope in the release 8-r
・ Cables, rods, etc. 8) or wind
The lock member is locked via the lock member control device 47 or the like.
11 to one of the ends, in the direction in which the lock member 11 is fixed.
And a plurality of locks opened in the lock member 11.
Notch / groove / dent 7 of fixing pin 7 at the edge of hole 11-v
-C so that each fixed pin can be locked
7 are simultaneously fixed. The lock member 11 is locked.
Springs that act in the opposite direction to the
It is not necessary to restore by attaching an elastic body or magnet
You. 8.2.6.3. An interlocking operation wind operated fixing device according to claim 155.
FIG. 175, FIG. 177 = interlocked
Operation (earthquake operation) type fixing device). Two or more fixed equipment
Position, each end has a function to lock each fixing device.
(Unbranched members, three or four or four
Lock member is rotated about the center
It is mounted so that it can be
Rotate this locking member, thereby locking each end
The function fixes each fixing device at the same time,
Structure to be supported and the structure supporting the seismically isolated structure
Interlocking operation characterized by being configured to
It is a mold fixing device. More specifically, multiple measures to prevent wind sway, etc.
Function to lock each fixing pin in several fixing devices
A lock member having a plurality of lock holes 11-v
So that it can rotate around one point on the
If the lock member is pushed out in the rotating direction during wind,
By pulling back, each fixing device can be
It is fixed. The form of the lock member is fixed
No branch, three or four, depending on the number of setting devices
Also, there may be more branches.
You. FIGS. 175 and 176 show that the locking member is branched.
FIG. 177 shows that the lock member has three or
FIG. 178 shows a case where it is divided into four parts. Wind
Example of an interlocking operation type fixing device equipped with a sensor is shown.
You. FIG. 175 of the reference drawing shows that the lock member is branched.
If not. At both ends of the lock member that can rotate
A lock hole 11-v for locking the fixing pin 7 is provided.
Wind, the wind sensor is directly or interlocked with it
Through the member (for example, as shown in FIG.
173, etc., as shown in FIG.
Wire, rope, cable,
The wind sensor is connected to the rod 8)
One end of the lock member 11 is connected via the material control device 47 or the like.
By operating the fixing pin in the rotation direction to lock
And a plurality of lock holes formed in the lock member 11.
Notch / groove / dent 7-c of fixing pin 7 at the edge of 11-v
Each fixing pin 7 is locked by being fitted into
Are fixed at the same time. Note that the lock member has a lock
Is a spring or the like that works in the opposite direction of rotation.
Or a magnet, etc.) to provide a restoring force.
You. FIG. 177 of the reference diagram shows that the lock member is branched.
Is the case. Three or four or more
It is branched, and a fixing pin 7 is attached to each of the branched ends.
Member having a lock hole 11-v for locking
Can rotate around one point 11-x of the lock member.
The wind sensor is installed
165 via a member that is in contact with or in tandem with it (for example, FIG.
Through the action section (extrusion section, pulling section, etc.) 17
173, and the wire in the release 8-r as shown in FIG.
-Rope, cable, rod, etc. 8)
The wind sensor is connected via the lock member controller 47 and the like.
One of the branches of the lock member 11 includes a fixing pin 7.
Acts in the rotation direction to lock the lock, and the lock member
Fixed to the edge of a plurality of lock holes 11-v drilled in 11
Pin 7 notch / groove / dent 7-c
Each fixing pin 7 is fixed at the same time in a more locked form.
You. Note that the lock member 11 is fixed in the reverse rotation direction to the lock fixation.
It is necessary to provide a restoring force by attaching a working spring 9 or the like. 8.2.6.4. Interlocking operation wind operation type fixing device The invention according to claim 156 is based on 8.2. To 8.2.5.
(Any one of claims 140 to 151)
One or more wind-operated fixing devices described in
In the fixing device, the fixing of each fixing device
The lock of the operating part of the fixing device by the lock member is one
It is activated simultaneously by the electric signal from the wind sensor.
It is a fixing device characterized by being constituted as follows.
The method of fixing is divided into the following two types. (1) The operating part of the fixing device itself is fixed by electricity In the case of wind, one or more parts are fixed by the electric signal from the wind sensor
Is the one in which the operating parts of a plurality of fixing devices are fixed. (2) Only the lock of the operating part of the fixing device is fixed by electricity
In wind, one or more
The locks of the operating parts of a plurality of fixing devices are fixed and fixed.
The operating part itself of the device is a spring or the like (an elastic body such as a spring or rubber).
Or magnets) and fixed by wind power. (1)
Fastening of the operating part of the fixing device of the
Power is required, but the operating part of the fixing device of (2)
In the case of only lock fixing of (1), operation of the fixing device of (1)
Requires less power than a fixed part
Just a mechanism. Claim 156 is the electric fixed device of (2).
This is an invention in which only the lock of the operating part is fixed.
You. Specifically, 8.2. To 8.2.5. Wind described in
An actuated locking device into one or more locking devices
In each case, the fixing of each fixing device
The lock of the operating part of the fixing device by the material is one wind sensor
Are configured to be performed simultaneously by electrical signals from
It is a fixing device characterized by being removed. 8.2.7. Claim 157. Claim 157, Claim 145 to Claim 156.
The wind sensor-equipped fixing device according to any one of
And any one of claims 166 to 176.
Equipped with the delay device described in the paragraph, and for fixing devices such as fixing pins.
Promptly when the moving part is fixed, loosely when releasing it
It is characterized by being configured to be performed promptly
It is a fixed device equipped with a wind sensor. 8.3. Fixed device installation position and relay interlocking operation type fixed device
8.3.1. General The invention according to claim 158 considers measures against wind sway and the like.
It relates to the installation position of the fixing device.
No. 3 fixing device (fixing pin device) and 8.1. ~
The fixing device described in 8.2 is less likely to rotate due to wind.
Center of gravity of structure A to be seismically isolated (center of gravity and structure to be seismically isolated
Considering the center on the plane coming from the centroid of each elevation,
(Hereinafter referred to as “center of gravity”)
Is installed at a plurality of locations. Specifically
Generates a rotation (centering on the fixing device) near the center of gravity
The method of installing two places apart from each other is not
It is considered to be used. In that case, several fixing devices
But 8.1. If it is an earthquake-actuated fixing device of
8.1.3. Those described in the interlocking locking device
At the same time, 8.2. Wind-actuated fixing device
In this case, the hydraulic type (8.2.2.) Or the mechanical type (8.2.
3. ) In addition, it is released simultaneously with the electric type (8.2.4.).
You. In addition, 8.1. 8.1.
3. Multiple fixed fixtures, which are difficult with
In the case where the distance is long, there are the following methods.
This method is described in 8.2. Wind-actuated fixing device
It can also be used when several are not released at the same time. 8.3.2.2 Installation of two or more fixing devices (1) Earthquake sensor with amplifier, with as heavy a weight as possible
Adoption of a sir amplitude device Considering that multiple fixing devices are released simultaneously,
Before the quake has a large amplitude (some fixings are released
The amplitude is so large that twisting due to
Before digging in the case of bite bearing (8.7.)
Can be released before the seismic force is released
To increase the sensitivity of the seismic sensor (amplitude) device
It is. It is an earthquake sensor (amplitude) device for the ground cycle
Is to adjust the period of the sensor such as the weight of (8.
1.2.4.3. (1)), the place of the earthquake sensor amplitude device
If possible, make the vibrating weight as heavy as possible.
And the pull-out length (compression)
8.1.2.4 with an amplifier to amplify the length).
3. (3) Adopt seismic sensor amplitude device with amplifier
Is Rukoto. Especially when attaching an amplifier, pull it out.
Depending on the length or compression length, the pulling force or compression force
Since it is reduced to one times the amplification multiple,
It is necessary to increase the weight. (2) Installation of fixing device (sensitive type / insensitive type) FIGS. 214 to 215
4 shows an embodiment of the installation position of the fixing device. The invention
When the fixed devices installed multiple are released,
The position of the center of gravity or a point close to the center of gravity is fixed to the end
The structure to be seismically isolated,
The twisted movement caused by the bias of the fixed part,
It is to prevent. Regarding the installation of the fixing device,
Position other than the center of gravity of structure A (or near the center of gravity)
The sensitivity of the release of the fixing device is high
With the fixing device G-s installed, the center of gravity of the structure A to be seismically isolated
(Or near the center of gravity)
The sensitivity of the release of the fixing device is low and insensitive to earthquakes.
The setting device Gd is installed. Fixing device G with high earthquake sensitivity
s is smaller than the fixed device Gd with low seismic sensitivity.
The seismic force releases the fixing device, making it easy to activate the seismic isolation
This means a fixing device, for example, 8.1.2.2.
Of the fixing pin 7 into which the lock member 11 is inserted.
Recess 7-c with small depth, lock valve 7-
f is sensitive to seismic force (8.1.1.2.2.1.
2) Lock valve method), to match with the earthquake cycle
If the sensitivity of the earthquake sensor (amplitude) device is more sensitive,
The weight 20 that vibrates during the earthquake of the earthquake sensor (amplitude) device
It is heavy. Fixed device Gd with low seismic sensitivity
Is larger for a seismically sensitive fixing device Gs
The fixing device is released by seismic force, making it difficult to activate seismic isolation
Device, for example, 8.1.2.2. No
Notch / groove of fixing pin 7 into which locking member 11 is inserted
Recess 7-c with a large depth, lock valve 7-
f is insensitive to seismic force (8.1.1.2.2.1.
2) Lock valve method), do not match with the earthquake cycle
If the sensitivity of the earthquake sensor (amplitude) device is less sensitive,
The weight 20 that vibrates during the earthquake of the earthquake sensor (amplitude) device
It is something light. In normal times, the weight of the seismically isolated structure A
Between the center position (or near the center of gravity) and other peripheral positions
Structure A seismically isolated at two or more locations by a fixing device
Is fixed to the structure B that supports the structure to be isolated.
In the event of an earthquake, high sensitivity
The fixing device G-s is first released, and then the center of gravity is
(Or near the center of gravity) of the fixed device G-d with low seismic sensitivity
The structure A that is released and seismically isolated is released and seismically isolated
Enter the state. FIGS. 214 (a), (b) and (c) are described above.
The example of the solid fixing device installation position is shown, (a)
Is the position of the center of gravity of the structure A to be isolated (or near the center of gravity)
One center of gravity of structure A to be isolated
In the case of one location (or near the center of gravity), (b)
Around the position of the center of gravity of the structure A (or near the center of gravity)
The position of the center of gravity of the structure A to be seismically isolated
(C is near the center of gravity).
At a peripheral position other than the center of gravity of structure A (or near the center of gravity)
Four locations of the center of gravity of structure A to be seismically isolated (or near the center of gravity)
It is the case of one place near). This method applies to all fixed equipment.
This is a possible method in place. 8.1.1. Shearing pi
In the case of a fixed type device, the sensitivity of the seismic sensor (amplitude) device
Adjust the cutting sensitivity of the fixed pin instead of the degree.
That is, the position of the center of gravity of the structure A to be seismically isolated (or near the center of gravity)
In the peripheral position other than the side, the cutting sensitivity of the fixing pin is high.
The fixed pin G-s is easily installed.
The position of the center of gravity of the structure A to be shaken (or near the center of gravity)
The cutting sensitivity of the fixed pin is lower than the peripheral position (fixed pin
The fixing device Gd is installed. Ma
8.2. Wind that fixes the structure that is seismically isolated in the wind
In the actuated fixing device G, the weight of the seismically isolated structure A is
Wind sensors at peripheral positions other than the center position (or near the center of gravity)
-The sensitivity is low or the operating part of the fixing device
Fixing device G-wd that is difficult to set (= lock / fix)
The center of gravity of the structure A to be seismically isolated (or the center of gravity)
Nearby), the wind sensor sensitivity is higher than the surrounding position
Or the operating part of a fixing device such as a fixing pin is easy to set.
A fixing device G-ws is installed. So that when the wind
Is the position of the center of gravity of the structure A to be isolated (or near the center of gravity)
Of the fixing pin of the wind-sensitive fixing device G-ws
The operating part of the device is set (locked), and the peripheral position
Of the fixing pin of the fixing device G-wd with low wind sensitivity
The operating part of the device is subsequently set (locked)
You. In other words, the structure A to be seismically isolated is positioned at its center of gravity (or
Is fixed near the center of gravity), and then
But it will be fixed. However, wind-actuated fixing devices
Can use electric type, so each fixing device operates at the same time
It is also possible to do so. FIG. 215 (a)
(B) and (c) show the installation position of the wind-operated fixing device G.
An example is shown, (a) of the structure A to be seismically isolated.
One location around the center of gravity (or near the center of gravity),
1 at (or near) the center of gravity of the structure A to be seismically isolated
(B) is the position of the center of gravity of the seismically isolated structure A
(Or two near the center of gravity)
Field at the center of gravity of structure A (or near the center of gravity)
In the case (c), the position of the center of gravity of the structure A to be seismically isolated (or
Seismically isolated structures at four locations other than around the center of gravity)
In the case of one position at the center of gravity of A (or near the center of gravity)
You. As compared with this wind-operated fixing device, 8.1. Earthquake
Dynamic fixing devices can cause a power outage during an earthquake.
It is difficult to install all the power generation facilities in the house
There is also a problem when considering maintenance free), it
Therefore, it is difficult to use an electric type.
You. 8.3.3. The invention according to claim 160 to claim 178, wherein the relay interlocking operation type fixing device
The present invention relates to an interlocking operation type fixing device. Multiple fixed
Regarding the method of simultaneous release of the device, use mechanical or electrical
Question is whether they are actually done at the same time.
There was a title. Especially in the case of seismically operated fixing devices,
If there is no tolerance for difference and even if one is not released
The title was big. This seismic actuation type fixing device
Operate simultaneously (release / set = lock / fix)
Is difficult, and it is more reliable to operate sequentially
No. Also, depending on the way in which they are operated sequentially, the fixing device
Also solves the problem when not released individually. That is,
Of the structure A to be released by the relay
Take the method that the fixation device located in the heart operates last
By. After the earthquake, the fixing device is set again.
Conversely, the fixation device, located at the center of gravity,
It is good to be set. Relay transmission method is wire
・ Besides mechanical transmission of ropes, cables, rods, etc.
Of course, electric transmission is also conceivable. 8.3.3.1. In the case of seismically actuated fixing devices For several seismically actuated fixing devices, the operation of the fixing device
(Release / set = lock / fix)
It is difficult to operate the
There is more certainty. Also, depending on how to operate sequentially
Also solves the problem when one is not released. Toes
The method of relaying the fixing device of the center of gravity lastly
The problem is solved. Claim 160 wherein each of the plurality of securing devices
The operating part of the fixing device such as the fixing pin is released in the form of a relay,
The fixing pin of the fixing device located at the center of gravity of the structure A to be seismically isolated
The mechanism that releases the operating part of the fixing device such as
It is an invention of a relay interlocking operation type fixing device. In particular,
Regarding the installation of interlocking fixed devices, at least
One fixing device (relay terminal fixing device) is seismically isolated.
At or near the center of gravity of the structure
(Relay intermediate fixing device) is installed in the peripheral position,
Sometimes, when the fixing devices are sequentially released, the weight
The fixing device installed at or near the center position is finally released.
Configured to be removed. Claim 161 is after the earthquake
When the operating part of the fixing device such as the fixing pin is set again
The fixing device located at the center of gravity of the structure A to be isolated
Mechanism where the operating part of the fixing device such as the fixed pin is set first
There is an invention of a relay interlocking operation type fixing device. Specifically
Are concerned with the installation of interlocking fixed devices.
At least one fixing device (relay terminal fixing device) is seismically isolated
Installed at or near the center of gravity of the structure to be
Fixing device (intermediate relay fixing device)
After these fixing devices are sequentially released during an earthquake,
After the end of the earthquake, it was installed at or near the center of gravity
The securing device is configured to be secured first. Claim
162 is the description of claim 160 and claim 161.
By combining one or both of the listed inventions.
Relay interlocking operation-type fixed
It is a fixed device. 237 to 265 show examples of this.
You. 8.3.3.1.1. Relay intermediate fixing device 8.3.3.1.1.1. Relay intermediate fixing device (general) Among them, FIG. 237 to FIG.
This is an embodiment of the relay intermediate fixing device which forms a part of the fixing device.
You. The relay intermediate fixing device is equipped with an earthquake sensor (amplitude).
And those that are not directly connected to
The former is a relay first intermediate fixing device, the latter is a relay.
Lay second and subsequent intermediate fixing device (relay second to relay second
Intermediate fixing device, relay n-th relay
)). The fixing pin 7 of each relay intermediate fixing device has
The lock member 11 for fixing the fixing pin 7 is inserted there.
There is a notch / groove / depression 7-c which is
11 is always by gravity, and a spring or the like (spring, rubber, etc.)
Elastic body or magnet) 9-c force, the fixing pin 7 is missing
Slot 7-c. Relay 1
In the case of an intermediate fixing device, this locking member 11
And a weight that vibrates during an earthquake with an earthquake sensor (amplitude) device
20 or a motor operated by an earthquake sensor
Is an operating member such as an electromagnet.
Wire row (during release) like (amplitude) device
Connected by cables, rods, etc.
Motor operated by weight 20 or seismic sensor
Alternatively, the operating member such as an electromagnet vibrates, and this wire
・ Fixing pin 7 by rope, cable, rod 8 etc.
Of the lock member 11 from the notch / groove / depression 7-c
(Pulled out), and the fixing of the fixing pin is released. this
As a method of releasing the fixing of the fixing pin, for example, the seismic force
As a result, the fixing pin 7 is
Move in the release direction while following the gradient (the embodiment of FIG. 237)
In the embodiment of FIG. 238, the upper fixing pin is
The lower fixing pin is lowered, and in the embodiment of FIG.
Depending). The relay intermediate fixing device is locked
In addition to the installation of member 11, the operation of the fixing pin
With interlocking mechanism 36 that interlocks with the intermediate / terminal fixing device
I have. In the case of the intermediate fixing device after the relay second,
The lock member 11 for locking the fixing pin is
The interlocking mechanism 36 (described later) of the intermediate-fixing device
Wire, rope, cable, rod, etc. (in Leeds) 8
Are connected by an intermediate
The wire rope
-Notch of fixing pin 7 via cable rod 8
The lock member 11 is removed from the groove / groove 7-c.
Removed) and the fixing pin is released. Fixing this fixing pin
For example, as a method for releasing
Release according to the gradient of 7-vm such as a mortar of the insertion part.
By moving in the direction. The interlocking mechanism 36 is shown in FIGS.
In the embodiment of 238, in the form of a pin
During the earthquake, it receives force by the operation of the fixing pin 7
Lock the intermediate pin or the terminal pin of the relay.
In conjunction with the lock member 11 to release the lock member 11
Play a part. In the embodiment of FIGS.
The moving mechanism 36 is in the form of a lever or a pulley or a gear.
During the earthquake, the operation of the fixing pin 7
When the child or pulley or gear operates, the next relay intermediate
Connect to the lock member 11 of the fixed pin or the relay end fixed pin.
The lock member 11 moves to release the lock member 11. Ingredient
Physically, the interlocking mechanism 36 is activated by the seismic force during an earthquake.
And according to the gradient of 7-vm, such as the mortar of the insertion part,
Due to the fixing pin 7 being lowered (up in FIG. 240)
The pin 36-a is pushed out, and the lever 36-b operates.
The pulley 36-f and the gear 36-d rotate,
36-b and attached to pulley 36-f and gear 36-d
8 such as wire, rope, cable, rod, etc.
Connected with the release 8-r, etc.)
-Pull out the lock member 11 of the (middle, end) fixing pin,
The lock member 11 is released. This relay intermediate fixing device
Another advantage of the placement is that the next relay intermediate fixed pin
Alternatively, pull the relay end fixing pin against the lock member 11.
It has the function of amplifying the pulling force. That
Usually means that the power transmitted by the relay is weak
In the case of this device, however, the insertion section
By the force of the fixed pin 7 that moves according to the gradient of 7-vm
Since the interlocking mechanism 36 operates, the transmitted force is
Amplified by seismic force. This allows relay intermediate
In fixed devices, the force transmitted by the relay is weak
Each time, it is reproduced and amplified again.
Claim 163 is the invention. FIG. 237 corresponds to FIG.
20 (a) and 20 (b), the shape of the fixing pin insertion portion and the fixing pin
It is a fixing device in the case of the shape of a button. FIG. 238 corresponds to FIG.
8. In the case of the shape of the fixed pin insertion part and the shape of the fixed pin
The fixing device. Relay first intermediate fixing device and relay
Difference from the second or later intermediate fixing device or relay terminal fixing device
Is a play 11-o between the lock member 11 and the fixing pin 7.
With or without play between the fixing pin and its insertion part.
is there. The relay 1st intermediate fixing device is
This play 11-o is necessary to operate in a lane style.
There is no (see FIG. 242), but the relay second and subsequent intermediate fixing devices
And the relay terminal fixing device has a relay type by seismic force.
In order to operate, a play 11-o is required (FIG. 2)
43). FIG. 242 shows a relay first intermediate fixing device.
It is a thing. FIG. 243 shows a relay terminal fixing device.
However, in the case of the second and subsequent intermediate fixing devices, this relay
Locking member 11 and fixing pin
A play 11-o between 7 is required. The size of this play
Saha, the first intermediate relay by the earthquake sensor (amplitude) device
Structure that is seismically isolated after the fixing pin of the fixing device is released
Moves horizontally due to the play, and this relay
The interlocking mechanism 36 of the setting device sets the intermediate fixed
Locking member 11 of fixing device and relay terminal fixing device is released
It is the dimension required to be performed. Also, this dimension is large
If it is too long, it may cause rattling due to the wind.
The dimensions are limited. More specifically, intermediate relay
Fixing device and lock member 11 of relay terminal fixing device
The play 11-o between the pin 7 and the play 11-o
As a result, the fixing pin 7 of the relay first intermediate fixing device is
The interlock mechanism 36 moves according to the gradient of 7-vm such as a mortar,
Activates the next relay middle fixing pin or relay terminal fixing pin.
In conjunction with the lock member 11 of the fixed pin, the lock member 11
Take the dimensions necessary to be able to release. More than
The fixed pin is used for the fixing device of the piston
It may be an operating unit. In that case, the working part of the fixing device
Is a fixing pin. 8.3.3.1.1.2. Relay intermediate fixing device (amplifier
Attached to the interlocking mechanism 36 are levers, pulleys, gears, etc.
Of the fixing device such as the fixing pin
The small displacement of the operating part 7 is amplified to a large displacement,
Can be linked with the fixing device. Claim 16
Item 4 is the invention. Relay intermediate fixing device of the present invention
163. The connection (with amplifier) of the fixing device according to claim 163.
In the dynamic mechanism, levers, pulleys, gears, etc. are adopted,
Pull the next relay (middle and end) fixing device to the locking member
Configured by amplifying the tension or compression length
It is. Fig. 239 shows the case where the lever is used.
It is an example. FIG. 240 shows the case where the gears are used.
This is an example. FIG. 241 shows a case where a pulley is used.
This is an embodiment of the present invention. Specifically, the lever of FIG.
In the case of the embodiment using the child, the lock member 11
When pulled out, seismic force causes the fixing pin 7
It moves according to the gradient of 7-vm, such as a mortar, so that the interlocking mechanism
36 is activated. The rising force of the fixing pin is
End (power point of lever) 36 of lever 36-b constituting
-L, via the lever fulcrum 36-h,
The other end of the lever (the point of action of the lever) is communicated to 36-j.
The distance between the force point 36-1 and the fulcrum 36-h,
36-h and the distance between the point of action 36-j and
The length that the wire, rope, cable, etc. 8 can be pulled
Increase. The same applies to the case where the gear of FIG. 240 is used.
Due to the seismic force, the fixing pin 7 vibrates and the mortar of the insertion part, etc.
Up and down according to a 7-vm gradient (FIG. 2)
At 40), which activates the interlocking mechanism 36.
You. The rising force of the fixing pin is interlocked with the rack 36-c.
The power is transmitted to the gear 36-d constituting the mechanism 36, and the gear 3
6-d rotates. In some cases, another gear
In this case, the rotation of the gear 36-d
Is transmitted to the second gear 36-e. And the gear 36-
d or a wire rope connected to the gear 36-e.
The cable / rod 8 is pulled. At this time, the rack
The size of gear 36-d relative to 36-c, or gear 3
Depending on the ratio of the size of gear 36-e to 6-d,
Length to be pulled of the ear rope, cable, rod, etc. 8
Increase. The same applies when the pulley of FIG. 241 is used.
You. Due to the seismic force, the mortar and the like at the insertion part have a gradient of 7-vm.
Therefore, it goes up and down (it goes down in FIG. 241).
The pin 36-a of the interlocking mechanism 36 exerts a force by the fixing pin 7.
Received (extruded). The force received by pin 36-a (press
Is applied to the moving pulley 36-
transmitted to the central axis of f. Wire pulley 36-f
8 such as loops and cables
One end of the rope or cable 8 is a spring or the like (such as a spring or rubber).
An elastic body or a magnet) is fixed via 9-t,
One end is connected to the next intermediate relay via a fixed pulley 36-g.
It is connected to a fixing device or a relay terminal fixing device. Running
By using one car, wire rope, cable
Etc. can be doubled the length to be pulled
You. In some cases, multiple pulleys may be used,
Wires, ropes, cables, etc. 8 according to the number of moving pulleys
Is increased by a factor of two. FIG. 237
256, the insertion portion of the fixing pin is 7-vm /
v is 7-v (the insertion part of the fixing pin) or
Is 7-vm (fixed pin mortar, spherical, etc.
(Insertion part). The fixing pins above
Even if it is an operating part of a device for fixing a piston-like member other than
good. 8.3.3.1.2. Claim 165. The relay terminating apparatus of claim 165, wherein
This is an invention, and the present invention is characterized in claim 160 and claim 16.
2. The relay terminal fixing device according to claim 1, wherein
A lock member that locks the operating part of the fixing device such as a fixed pin
It has a plurality of lock members and a plurality of lock members.
Interlocking mechanism of relay intermediate fixing device (claim 163, claim
Item 164) to (While releasing)
Individually connected with ear rope, cable, rod, etc.
Are pulled out in conjunction with each other during an earthquake,
The lock of the operating part of the fixing device is released.
Unless all lock members of the relay are released,
Is not completely unlocked.
It is. FIGS. 243 and 259 to 261 show this claim 1.
65 shows an embodiment of the relay terminal fixing device according to item 65.
You. The feature of the relay terminal fixing device in the present invention is that
It is said that it has a plurality of lock members 11 for locking the fixing device.
That is, as shown in FIG.
Locking member 11-a for locking the locking member 11
(Or two or more) lock members
). Each of the plurality of lock members 11 is a wire
ー, rope, cable, rod, etc. 8 (or release 8
8) Wire, rope, cable, rod, etc.
Interlocking machine with other relay intermediate fixing devices installed in plurals
It is individually connected to the structure 36, and when an earthquake occurs,
Materials are wires, ropes, cables, rods, etc.
8 to be pulled out.
As long as all of the locking members 11 are not pulled out,
The locking device is not released. Also, this relay terminal
The fixing device is located at the center of gravity (or the center of gravity of the
(In the vicinity), the effect is exhibited. One
In other words, unless all peripheral fixing devices are released,
Means that the locking device will not be released
While the fixing device is being released, there is a bias
Torsional movement of seismically isolated structure caused by occurrence
Can be prevented. 243, 259, and 260
Is 8.6. (1) Among FIG. 220, FIG.
(B) of the shape of the fixing pin insertion portion and the shape of the fixing pin
Fixing device in case. FIG. 261 shows 8.6. (8) Top
228 of the lower fixing pin middle sliding portion sandwiching type
Fixing device in case of pin insertion part shape and fixing pin shape
It is. FIG. 260 shows the locking member 11 of the fixing pin and fixing.
Lock member 11-a for locking pin lock member 11
With this, the fixing pin is locked, and the lock member 11 and the lock portion
Unless both members 11-a are pulled out, the relay terminal fixing device
This is an embodiment in which the lock of the device is not released. In addition,
237 to 261, the fixing pin 7 is attached.
Position when the vertical relationship is opposite to that shown in the figure.
In some cases. That is, the fixing pin 7 is connected to the seismically isolated structure 1.
Structure that supports the structure to be seismically isolated when mounted on
Both when attached to the body 2 are conceivable. More than
The fixed pin is used for the fixing device of the piston
It may be an operating unit. 8.3.3.1.3. Installation of delay device Relay interlocking operation type fixing device (relay intermediate fixing device / relay
Actuator or locking member of the fixing device of the terminal fixing device)
And the weight vibrating during the earthquake of the earthquake sensor amplitude device.
Or a motor or electricity activated by an earthquake sensor
Intermediate fixing of the relay between or just before the magnet or other actuating member
8.5. A delay device such as
Installation during seismic vibration after the seismic
Return of the operating part of the device or the locking member (the operating part of the fixing device)
Need to be delayed in the direction of fixing). Earthquake end
It is desirable to have a delay mechanism to increase the time to about
There is no problem even if you earn time. Claim 175 is
Claims 160-165.
2. The fixing device according to claim 1, wherein the operation of the fixing device is performed.
Part or lock member and earthquake sensor amplitude device during an earthquake
Between the vibrating weight and the intermediate relay
In the event of an earthquake, between the interlocking mechanism of
Or securing device during earthquake vibration after lock member is released
A delay device to delay the return of
(For details, see 8.5.)
On). 8.3.3.3.1.4. Tension force limited transmission device Also, the operating part or lock member 11 of the fixing device,
Weight 20 that vibrates during an earthquake of the earthquake sensor (amplitude) device
Or a motor or electricity activated by an earthquake sensor
A series of actuating members such as magnets or the intermediate relay fixing device just before
Only the tensile force is transmitted between the moving mechanism 36 and the compressive force.
A device is needed to prevent transmission. Claim 176
The term is applied to the fixing device having this tension-limited transmission device.
Related invention. FIG. 246 shows the tension-limited transmission device.
3 shows an embodiment of the present invention. This consists of two L-shaped members 4
By assembling 0 with each other, only tensile force
And does not transmit the compressive force.
In the figure, the installation of the transmission device for limiting the pulling force
The position is halved for the structure 1 to be seismically isolated.
Or attached to the structure 2 supporting the structure to be seismically isolated
It means that it is done. 8.3.3.1.5. Arrangement of relay interlocking operation type fixing device
Configuration FIGS. 262 to 265 show the arrangement of the relay interlocking operation type fixing device.
4 shows an embodiment of a placement method. Relay intermediate fixing device
Is installed around the seismic isolated structure,
The fixing device is located at the center of gravity (or near the center of gravity) of the structure to be isolated.
Beside). As mentioned above, relay terminal fixing device
Exerts its effect by being placed at the center of gravity.
When all the fixed parts around the seismically isolated structure are released
The center of gravity is released and seismic isolation begins.
You. The method of connecting and linking each fixed device is an earthquake sensor
-(Amplitude) device J, first, the relay 1
It is connected and interlocked with the intermediate fixing device G-m1, and how many
Relay second or later intermediate fixing device G-m2 (relay second
Eyes)-linked and linked to G-mn (relay nth)
Finally, the relay terminal fixing device G- located at the center of gravity
e is linked and linked to e. (Intermediate relay
If there is only one fixing device, relay 1st intermediate fixing device
G-m1 is directly connected to the relay terminal fixing device Ge
・ It is linked. 262 and 264 show the earthquake sensor (amplitude) device J
From the relay intermediate fixing device Ge to the relay intermediate fixing device.
263 and 265 when one Gm intervenes.
Is when two relay intermediate fixing devices Gm are interposed.
This is an example. Lastly located relay terminal fixing device G
As shown in FIGS. 264 and 265,
Duplication by relay intermediate fixing device G-mn (relay n-th)
May be transmitted by several routes, in which case the relay end
The fixing device is provided with lock members 11 for the number of the paths.
Be killed. 8.3.3.2. In the case of wind-operated fixing device
It is difficult to activate, those who operate sequentially
There is certainty. Also, depending on the method of operating sequentially
Solves the problem when one is not fixed.
Can be. In other words, the structure to be seismically isolated
What is necessary is just to fix first in the center of gravity. Exempt for that
The fixing device installed at the center of gravity of the structure to be shaken is the best.
Get it working first. This corresponds to claim 177.
It is the content of the invention. Also, after the wind falls below a certain level,
When the structure to be seismically isolated is released,
Is fixed at the center of gravity of the structure
Is good. For this purpose, one fixing device installed at the center of gravity
So that it is released at the end. This is claim 178
This is the content of the invention of the section. Fixed by these two methods
The problem when one device is not fixed,
The problem of wind sway is eliminated. Claim 179 is
177, any one of the inventions according to claim 178.
Consists of or a combination of both
It is a relay interlocking operation type fixing device characterized by the above-mentioned. 8.3.3.2.1. Relay intermediate fixing device The relay intermediate fixing device is connected to the wind sensor 7-q or immediately before.
An input interlocking unit 37 interlocked with the relay intermediate fixing device;
Output interlocking unit that interlocks the next relay intermediate / terminal fixing device
It has 38. The relay intermediate fixing device is directly connected to the wind sensor.
What is connected and what is not directly connected
Yes, the former is the relay first intermediate fixing device, the latter is the relay
2 or later intermediate fixing device (relay second to relay 2nd intermediate fixing device)
Fixed device, relay n-th is called relay n-th intermediate fixed device)
Huh. When the wind force exceeds a certain level, the input interlocking unit 37
Sensor 7-q or the output link of the immediately preceding relay intermediate fixing device
The fixing device is fixed by the command from the moving part 38,
Serves to fix. The output interlocking unit 38 is connected to the next relay
Connects and interlocks with the input interlocking unit 37 of the intermediate / end fixing device
When the wind exceeds a certain level,
Due to the force such as the movement of the fixed pin 7), the middle and end of the next relay
Activate the input interlocking part 37 of the fixing device to
It fixes and acts to fix the seismic isolation mechanism. Claim 18
Item 0 is the invention of this wind-operated relay intermediate fixing device.
Thus, the present invention relates to claims 177 and 178.
In the relay intermediate fixing device of
(1st) intermediate fixing device directly connected to the
Relay that is not directly connected to the sensor (second or later)
Divided into an intermediate fixing device, the former is the relay 1st intermediate fixing device
The second and subsequent relays are used as intermediate fixing devices.
The device locks the operating part of the fixing device such as this fixing pin.
Notches / grooves / dents into which locking members are inserted
This lock member is always used for gravity, spring, rubber, magnet, etc.
And pull it out of this notch / groove / dent.
In the case of the relay first intermediate fixing device,
The material and the wind sensor are linked, and the wind sensor
The lock member enters the notch / groove / dent and secures it.
The device is fixed, and the relay
In this case, the lock
The interlocking mechanism described below is a wire (during release)
Connected by ropes, cables, rods, etc.
Sometimes, when the last interlocking mechanism is activated,
Notch / groove / dent due to loop / cable / rod etc.
In addition, the locking member is inserted and the fixing device is fixed.
The lay (first, second and subsequent) intermediate fixing devices are
In addition to the equipment of the material,
Has an interlocking mechanism, which operates the fixing device in the wind
To the next relay (intermediate and terminal) fixing devices.
Acting on the lock member and fixing this lock member
Be composed. 8.3.3.2.2.2. In the case of a relay terminal fixing device, the relay terminal fixing device is linked with the immediately preceding relay intermediate fixing device.
It has an input interlocking unit 37 that moves. Only input interlocking part 37
It is not necessary to have the output interlocking unit 38,
A relay intermediate fixing device that does not use the output interlocking unit 38
There is also a method of using it. 8.3.3.2.2.3. Arrangement of relay interlocking operation type fixing device
Configuration Relay middle connected and linked to wind sensor 7-q first
The fixing device (relay first intermediate fixing device) is to be seismically isolated.
Installed at (or near) the center of gravity of the structure,
1 From the intermediate fixing device, the second relay installed in the peripheral part
Subsequent interlocking devices are connected and linked in order. Constant wind
At this point, the wind sensor 7-q outputs the first intermediate signal from the relay.
From the first intermediate fixing device to the second intermediate device
To the fixing device (from the center of gravity to the periphery) and so on
Command is sent, and each fixing device operates sequentially (set (= lock
And fixed)), seismically isolated structures and seismically isolated
The structure supporting the structure is fixed. Conversely, the wind power is constant
If it becomes less than the following, the relay in the peripheral part is the intermediate fixing device after the second
From the center of gravity to the relay 1st intermediate fixing device
Structure that the seismic isolation device is sequentially activated (released) and seismically isolated
And the structure supporting the seismically isolated structure is released.
You. In each fixing device described above, a fixing pin
The working part of the fixing device such as 7 is mounted on the seismically isolated structure 1.
Structure that supports the structure to be seismically isolated when attached
2 in both cases. 8.4. Fixing as a wind sway suppression device / displacement suppression device
Device or damper 8.4.1. Fixing device as wind turbulence suppression device 8.4.1.1. 197 (a) and FIG. 197 (b) show a fixing device as a wind sway suppressing device.
The invention of claim 182, wherein the wind sway suppression device is provided.
Fixed device (with delay unit, details of delay unit are described in 8.5.)
2) is shown. (1) Fixing device as wind sway suppression device In the invention of claim 181, the wind sway etc. suppression is described below.
The configuration is made possible. Fixed pin tip 7-w is inserted
The insertion part 7-vm of the side to be inserted has a concave shape such as a mortar shape.
Then, insert the fixing pin tip 7-w into the insertion portion 7-vm.
To resist the wind, etc., and support the fixing pin 7
The other insertion portion 7-vm adopts a resistor (for example,
The piston-like member 7-p to which the fixing pin 7 is attached is a cylinder
7-a slide that slides without leaking liquid, air, etc.
And the speed at which the piston-like member 7-p slides
And the resistance by viscous resistance of liquid or air) fixed pin 7
The resistance to the direction of insertion into the insertion part 7-vm can be adjusted
And Thereby, the insertion portion 7-vm of the fixing pin 7
First resists wind sway, etc. with a concave slope such as a mortar
However, the fixing pin 7 tends to lift due to the gradient.
And, this time, with a resistor (in this example, a piston
Resistance due to the viscous resistance of the slide mechanism by the material 7-p)
receive. From the above, a wind sway suppressing device is obtained. Concrete
In general, it has a gradient that can suppress wind sway,
A concave insertion portion 7-vm such as a mortar or a spherical surface, and a tip portion
Has an angle into the insertion portion 7-vm.
-Has a fixing pin 7 that is inserted into the
Piston that slides without leaking liquid or air in 7-a
The fixing pin 7 having the shape member 7-p is fixed to the cylinder (fixing pin
Mounting part) is inserted into 7-a, and a fixing pin is inserted outside the cylinder 7-a.
The tip 7-w is protruding, and the cylinder 7-a is fixed.
The end of the range in which the slidable member 7-p slides is a tube 7-p.
e are connected by a groove (a groove attached to the cylinder 7-a).
The piston 7 is provided with a hole 7-j,
Liquid, gas, etc., extruded by the
Outlets are provided. With the ends of this tube
(See FIG. 196 (a))
A hole (also a piston-like member)
Or a groove provided in the
An outlet (FIG. 196) from which liquid, gas, and the like to be discharged are discharged from the cylinder.
(See (b))), if there is a valve in the flow path,
Restricting the lube and adjusting the flow rate of liquid, gas, etc. in the flow path
Can change the flow rate of the slide mechanism
Thus, it is possible to adjust the wind sway. FIG. 196
(A) In (b), there is no signal line 7-ql and 7-e
When f is replaced with a valve, an example is shown (note that
Hole 7-j or return path 7-er and its check valve 7-f
Even if the fixing pin tip 7-w is pushed by the wind
It is possible to return quickly and resist the wind
is there). In addition, adjustment of the wind sway suppression function
Opening area of a hole 7-j or a pipe 7-
It becomes possible by adjusting the opening area of e. (2) Fixing device as wind sway suppression device (with delay device)
G) Further, in addition to the function of (1), 8.5. Late
When using an elongator, the fixing pin is set in the slide mechanism during an earthquake.
To extend the time spent in the shore and improve the seismic isolation effect
Conceivable. Claim 182 is the invention. 8.
5. Explaining an example of the delay unit, the piston-like member 7-p
Of the pipe 7-e (also a groove attached to the cylinder 7-a)
A hole 7-j larger or smaller than the opening area is provided.
Tube 7-e (also groove) or piston-like member
The valve 7-f is located on the side of the hole 7-j having the larger opening area.
This valve 7-f retracts the piston-like member 7-p.
Attach to open sometimes. In this case, install the valve
Regarding the position, there are two patterns. One is pis
The ton-shaped member 7-p has a more open surface than the pipe 7-e (also a groove).
There is a hole 7-j with a large product and a valve 7-f in the hole.
This valve 7-f retracts the piston-like member 7-p.
It is sometimes attached to open. FIG. 197 (a)
Is an example of this. The other is tube 7-e (also
When the size of the opening area of the groove 7) is opposite to that of the hole 7-j,
And the piston-like member has an opening surface from the pipe 7-e (also a groove).
There is a hole 7-j with a small volume, and this tube 7-e (also a groove)
Is a valve 7-f. This valve 7-f is a piston-shaped part
When the material 7-p is attached to open when retracted
It is. FIG. 197 (b) shows the embodiment. Also,
A spring or the like (an elastic body such as a spring or rubber or
Is a magnet etc.) 7-o enters, and due to gravity, piston shape
The fixing pin 7 having the member 7-p is pushed out of the cylinder.
In some cases. Depending on the nature of this valve 7-f, the fixed pin
The movement of the end 7-w is rapid in the direction of entering the cylinder 7-a.
Yes, delayed in the exit direction. This device is called a delay
U. Thereby, the seismic force acts on the fixed pin tip 7-w.
Quickly enters the cylinder 7-a, and while seismic force is working
It is difficult to get out. With the cylinder 7-a and the pipe 7-e (also a groove)
May be filled with a liquid such as a lubricating oil. FIG.
97 (a) and FIG. 197 (b), the fixing pin 7 is seismically isolated.
In the structure 1 to be inserted, the insertion part 7-vm of the fixing pin is seismically isolated.
Attached to the structure 2 that supports the structure
There may be a relationship. That is, the insertion portion 7-v of the fixing pin
Either m or fixed pin 7 is seismically isolated
Structure 1 supports the seismically isolated structure on the other side.
That is, it is provided on the structure 2. 7-o of spring etc.
Regarding installation, 4.6. Gravity recovery of sliding part vertical displacement absorption type
Similar to the original seismic isolation device and sliding bearing, the material inside the cylinder 7-a
And the upper part of the spring 7-o are simply fixed with a stopper.
In some cases, the inside of the upper part of the cylinder 7-a is a female screw.
The male screw 7-d is inserted there, and the female screw and spring
7-o may be connected. The male screw 7-d is
7-
o to increase the repulsive force and press the fixed pin tip 7-w
It has a function to increase the power to release, increase the resilience, and after an earthquake
To correct the residual displacement of structure A to be seismically isolated
I do. Note that in FIGS. 197 (a) and 197 (b)
Of course, the spring 7 and the like 7
A spring, rubber, magnet, etc. (tension bar)
D) press the fixing pin 7 having the piston-like member 7-p
You may let it go out. A pipe 7-e (also a groove) and a hole 7-j
By providing the valve 7-ef,
Can also be forcibly fixed. In addition, a wind sensor is installed.
In the event of a blow, when the wind is
Pipe 7-e (also groove), motorized valve in hole 7-j, solenoid valve,
It is conceivable to close 7-ef such as a valve. this is,
8.2.4. In the case of an electric-type wind-operated fixing device,
You. Based on the above configuration, it is expected to be resistant to horizontal forces such as wind.
I can wait. In other words, a concave insertion part such as a mortar or spherical surface
Adjusting the gradient of 7-vm, and also the tube 7-e (also
By adjusting the size of the opening area of the groove 7) and the hole 7-j.
Demonstrates resistance to horizontal forces such as wind
Can be expected. In addition, resistance to horizontal force such as wind
The concave insertion portion 7-vm such as a mortar-shaped or spherical-shaped
The slope means that in a wooden house, the piston-like member 7-p moves up and down.
If not, about 2/10 (full load of wooden house
), But is actually a piston-like part
Since the material 7-p moves up and down, a further gradient is required.
And the opening area of the pipe 7-e (also the groove) and the hole 7-j.
It is necessary to calculate according to the ratio of This tube 7-e
(Also the groove) and the opening area of the hole 7-j may be adjusted.
It can also be considered as a damper (using a horizontal damper).
Use in two horizontal directions (two orthogonal directions).
At least two cables are required to make it.
In some cases, only one is needed). This is 8.7. Inside the seismic isolation plate
Central dent-shaped wind sway suppression device and resistance to horizontal force such as wind
Is similar, but at the time of the earthquake, 8.7.
Compared with, seismic isolation performance can be improved. Because, 8.
7. In the center of the seismic isolation plate,
During an earthquake, intermediate sliding parts, balls, rollers, etc. are recessed in the center.
It may get into the shape, but in this invention,
Due to the delay device, the fixed pin 7 becomes mortar-shaped or spherical when an earthquake occurs.
Entering into a concave insertion part 7-vm such as a plane
Is reduced. Common to the above (1) and (2)
It can be said that by using the pull-out prevention device together,
More effective in suppressing wind sway. 8.4.1.2. Fixing device, central dent-shaped wind sway, etc.
8.4.1. As a wind sway suppression device
Fixing device and fixing device or 8.7. The center of the seismic isolation plate
Either or both of the dent-shaped wind sway suppression devices
By using together, wind sway is suppressed,
You can expect proper seismic isolation. In particular, it was installed at the center of gravity, etc.
By using together with one fixing device, only one fixing device can be used.
Prevents rotation about the installation point caused by wind
That can handle all wind swings
Seismic isolation performance can be improved as compared to the case where Contract
Claim 183 is the invention. 8.4.2. FIGS. 198 to 200 show a fixing device according to claim 184-0.
3 shows an embodiment of a device type damper. This device is
Fixed pin fixing device and flexible member type connecting member fixing device
Of multiple paths for liquids, gases, etc.
By providing a difference in area and providing a valve in this path,
The movement of the piston-like member, which is the operating part of the device,
To reduce the displacement of seismically isolated structures during an earthquake.
It is. 8.4.2.1. FIG. 198 (a) and FIG. 198 (b) show the invention of the 184th embodiment.
2 shows an embodiment of the damper. This device is
As a par, especially a displacement suppression device and a wind sway suppression device
Also doubles. Inserting the fixing pin 7 into the insertion portion 7-vm
And the structure 1 to be seismically isolated and the structure to be seismically isolated
Wind sway that suppresses movement during wind sway with the supporting structure 2
Insertion of the fixing pin 7 in the restraint device
Of the insertion portion supporting the portion 7-vm and the fixing pin 7,
One structure is seismically isolated and the other is seismically isolated.
Provided on the structure 2 supporting the structure and fixing the fixing pin 7
The insertion portion 7-vm has a concave shape such as a mortar shape, and
By inserting the fixing pin 7 into the insertion portion 7-vm
Insert the one that resists shaking and supports the fixed pin 7
The inlet is formed with a piston-like member 7-p forming the fixing pin 7.
The cylinder 7 in which the piston-like member 7-p slides
-A, and liquid and gas in the cylinder 7-a are almost
The piston-like member 7-p that slides without leaking is
7-a and the tip of the piston-like member 7-p
The end, that is, the fixing pin 7 protrudes. Further, the cylinder
Liquid / gas connecting the opposite sides of the piston-like member
There are at least two paths for the body, etc.
Range in which the piston-shaped member 7-p of the cylinder 7-a slides
Pipe 7-e (also attached to the cylinder 7-a)
Groove), and a hole 7-j is provided in the piston-like member 7-p.
The pipe 7-e (also a groove) and the hole 7-j have an opening area.
The pipe 7-e (also a groove), or a piston
One of the holes 7-j of the contact member 7-p having a larger opening area
In the direction in which the piston-like member 7-p comes out of the cylinder 7-a.
And a valve 7-f that is open and closed otherwise
(Figs. 198 (a) and (b)), the smaller the opening area
Does not require a valve if the opening area is smaller than a certain value.
Is provided, the piston-like member 7-p is
Open when retracted, otherwise closed
Have been killed. In addition, gravity and, in some cases, cylinder 7
7-o, such as a spring, rubber, magnet, etc.
To push the piston-shaped member 7-p out of the cylinder 7-a.
In some cases. Note that FIG. 198 (a) and FIG. 198
In (b), the piston-like member 7-p is
Spring, rubber, magnet attached in the opposite position to the above-mentioned spring 7-o
Fixing with piston-like member 7-p with stones (tensile spring)
The pin 7 may be extruded. In addition, this cylinder 7-a and the
The tube 7-e (and groove) is filled with a liquid such as a lubricating oil.
In some cases. The characteristics of this valve and the difference in the opening area
As a result, the piston-shaped member 7-p
Then, it is quick, and in the direction of entering the cylinder 7-a,
Gently resists the insertion part 7-vm
To prevent movement such as wind sway and displacement during an earthquake.
It is configured to control. As a result, due to the earthquake
Displacement (that is, the piston-like member 7-p is
When the direction of entry) occurs, the insertion part 7-vm
On the other hand, the fixing pin 7 resists and functions as displacement suppression. Soshi
In the normal position (concave-shaped insertion portion 7-vm
Direction (that is, the piston-like member 7-p
−a), the fixing pin 7 is quickly restored.
To prepare for the next earthquake displacement
It becomes possible to work as a suppression device. Tube 7-e (also
Of the grooves) and holes 7-j, narrow down the one with the smaller opening area
If you narrow down, displacement control works strongly. Effect of this device
Is 8.4. It is common to all
However, the insertion portion 7-vm for fixing the fixing pin 7 is
By having a pot-like shape, a normal wind sway suppression device
Horizontal damper is required at least one each in the XY directions
However, with this device, one device can handle the XY directions.
You. In addition, the combined use of a pull-out prevention device suppresses wind sway, etc.
More effective in controlling. In this embodiment, the liquid
The path of the gas and the like is opposite to the path between the pistons of the cylinder 7-a.
Open to the pipe 7-e connecting the opposite sides and the piston-like member 7-p
It is a hole 7-j, but two pipes 7-e are provided.
Make a difference in each opening area or set up two holes 7-j
To make a difference in each opening area, or 3
It is also possible to provide more than one route. Also, tubes, holes
Instead of a groove in the cylinder 7-a or the piston-like member 7-p.
May be provided. 8.4.2.2. 186. Fixed device type damper 186. The fixed device type damper or the vertical type damper.
This is the invention of a damper that can be called a damper. FIG. 199 (a)
(B) to (a) and (b) of FIG. 200 show this embodiment.
Receiving member for fixing pin 7 (for example, fixing fixing pin 7
Insertion part 7-vm) and the insertion supporting the fixing pin 7
One of which is seismically isolated and the other is isolated
A fixing pin 7 is provided on the structure 2 for supporting the structure to be shaken.
The receiving member has a concave shape such as a mortar, for example.
By inserting the fixing pin 7 into the insertion portion 7-vm
Insert the one that resists shaking and supports the fixed pin 7
The inlet is formed with a piston-like member 7-p forming the fixing pin 7.
The cylinder 7 in which the piston-like member 7-p slides
-A, and liquid and gas in the cylinder 7-a are almost
The piston-like member 7-p that slides without leaking is
7-a and the tip of the piston-like member 7-p
The end, that is, the fixing pin 7 protrudes. Piston-like member 7
Liquid or gas extruded by -p in cylinder 7-a
Exit route 7-acj and exit route 7-acj
The extruded liquid / gas returns into the cylinder 7-a.
A return route 7-er of the road is provided, and an exit route 7 is provided.
-Acj and return path 7-er have a difference in opening area.
The exit route 7-acj is small and the return route 7-er is
The large return path 7-er has a piston-like member 7-p
Is open when it comes out of the cylinder 7-a, otherwise it is closed
The outlet path 7-acj is open.
A valve is not required when the mouth area is less than a certain value.
In this case, the piston-like member 7-p is pulled into the cylinder 7-a.
With a valve that opens when it is swallowed and is otherwise closed
Have been. Further, gravity, and in some cases, cylinder 7-a
The spring, rubber, magnet, etc.
It serves to push the ston-shaped member 7-p out of the cylinder 7-a.
In some cases. The cylinder 7-a or the path 7-ac
j, 7-er is when filled with liquid such as lubricating oil
There is also. The nature of this valve and the openings in the outlet and return paths
By providing a difference in area, the piston-like member 7
-P is quick in the exit direction, and in the cylinder 7-a
In the entering direction, the receiving member of the fixing pin 7 (for example,
To the insertion part 7-vm)
Movements such as wind sway and displacement during an earthquake
It is configured so that Due to the above,
Position (that is, the piston-shaped member 7-p enters the cylinder 7-a).
Is generated, the receiving member of the fixing pin 7 (for example,
The fixing pin 7 is connected to the insertion portion 7-vm) to be fixed.
It works as a displacement control. Fig. 199 (a) (b)-figure
At 200 (a), the normal position (concave shape insertion such as a mortar shape)
Direction (ie, piston-like part)
In the direction in which the material 7-p comes out of the cylinder 7-a), the fixing pin
7 returns quickly, ready for the next earthquake displacement
And it can work as a displacement suppression device,
In FIG. 200 (b), in the displacement increasing direction (convex member 7-v
mt, that is, the piston-like member 7
In the direction in which -p comes out of the cylinder 7-a), the fixing pin 7
In the direction to come out quickly and return to the normal position,
It becomes possible to work. Fig. 199 (a) (b)-figure
200 (a) and FIG. 200 (b)
Suppression works in the direction. If you narrow down the exit route 7-acj
As a result, displacement control works strongly. This vertical damper
In the case of
Solve the problem. That is, by being placed horizontally, 30
In a period such as ~ 50 years, there is a risk of oil leakage.
And Oil accumulates and leaks in such a vertical position
If there is no shape, such a problem will disappear. Also,
8.4. As can be said for all, the fixed pin
The receiving member of No. 7 is formed into a concave shape such as a mortar shape or a spherical shape.
By doing so, it can be used as a normal wind
Horizontal dampers require at least one in the XY directions
However, with this device, one device can cope with the XY directions. Ma
In addition, the combined use of a pull-out prevention device suppresses wind sway, etc.
To demonstrate more. Also, 8.1.2.2.5. Described in
As described in 8.1.2.2.2.5.1. 278 to 28 of FIG.
7, 8.1.2.2.5.2. 288 to 330 of FIG.
To narrow down the exit / exit route 7-acj
(Although it is closed by weights 20 and 20-b,
By narrowing by adjusting the clearance at the outlet)
It is possible. 8.4.3. Flexible member type connecting member
Claim 188, Claim 189, Claim 1
Item 89-2 is an invention of a flexible member type connecting member damper.
is there. This method is compatible with existing dampers such as hydraulic dampers.
Applicable to all. FIG. 201 to FIG.
This is an example. For the structure 2 supporting the seismically isolated structure
Actuator of installed damper (fixed hydraulic damper etc.
Actuating part such as an elastic member) 7-p and the seismically isolated structure 1
Insertion installed in structure 2 supporting structure to be isolated
Through the mouth 31, flexible wire, rope, cable, etc.
Connect with member 8-f. Seismically isolated structure 1 and flexible member 8-
Flexible joy that can be deformed 360 degrees
8-fj. Here, naturally, the seismic isolation is upside down.
Operating part 7-p of the damper installed on the structure 1
Structure that is seismically isolated from structure 2 that supports the structure to be shaken
Through the insertion port 31 installed in the body 1, a wire low
It may be connected by a flexible member 8-f such as a cable. Insertion
Regarding the shape of the entrance 31, for example, one direction (including reciprocation)
(The same applies to the following.) If you want to have restoration performance,
Round insertion opening, insertion opening through rollers, omnidirectional return
If you want to have the original performance, insert a rounded bowl
Mouth, trumpet-shaped insertion port (Fig. 386), mortar shape, etc.
Flexible member 8-f and its insertion port 31
Round the corner where it contacts, or through a rotor such as a roller
In the case of (2), the biaxial direction (biaxial direction)
Are orthogonal to each other).
It is necessary to provide a rotor such as
It is better to cut it. The material of the insertion port 31 is a low friction material.
Is good, and strength is required. With this configuration,
Dampers in all directions are possible. The damper is horizontal
It may be placed vertically or vertically. Horizontal installation for vertical installation
Solve your problem. That is, by being placed horizontally
In the period of 30 to 50 years, there is a fear of oil leakage
It is to fool. Oil accumulates and leaks in such a vertical position
Such a problem will be eliminated if it does not happen. Figure
In 201, it is extruded by the piston-like member 7-p.
A liquid or gas is discharged from the cylinder 7-a into the liquid storage tank 7-ac or
Are the exit route 7-acj to the outside and the exit route 7-ac
The liquid / gas extruded from j returns to the cylinder 7-a.
A return path 7-er of another path is provided, and an exit is provided.
The difference in the opening area between the path 7-acj and the return path 7-er
, The exit route 7-acj is large, and the return route 7-acj
er is small and the exit path 7-acj has a piston
Open when the material 7-p is drawn into the cylinder 7-a,
Other than that, the valve is closed. Return path 7-e
r does not require a valve when the opening area is smaller than a certain value,
In the case where a valve is provided, the piston 7-p is connected to the cylinder 7-a.
The valve that opens when exiting the inside of the
The difference between the characteristics of this valve and the opening area
By doing so, the piston-like member
In the direction, and slowly out of the cylinder
Movement such as wind sway and displacement during earthquake
Suppress. Further, gravity, and in some cases, cylinder 7-
By 9-t such as spring, rubber, magnet, etc. put in a,
It is necessary to restore this piston-like member 7-p (this
Of course, the spring 9-t and the piston-like member 7-p
Is a piston with 9-c such as a spring, rubber, magnet, etc.
The shape member 7-p may be restored). In FIG. 202, the cylinder
For connecting the opposite sides of the piston-like member 7-p with each other
At least two paths for body and gas are provided.
A hole 7-js and a return hole 7-jr are provided in the ton-shaped member 7-p.
The opening area of the return hole 7-jr is increased,
By narrowing the opening area of s, movements such as wind sway
And the displacement during an earthquake. The opening area of the hole 7-js is
The more the aperture is narrowed down, the more the displacement suppression effect increases. Return
In the bore 7-jr, a piston-like member 7-p is provided with a cylinder 7-a.
The valve that opens when pulled in, otherwise closes
It is attached. The hole 7-js has an opening area equal to or less than a certain value.
In this case, a valve is not required.
When the pin-shaped member 7-p is out of the cylinder 7-a, it opens.
Others have closed valves. Furthermore, the cylinder
By 9-t such as spring, rubber, magnet, etc. put in 7-a
Therefore, it is necessary to restore the piston-like member 7-p.
(Of course, the spring or the like 9-p.
Piston with 9-c such as a spring, rubber, magnet, etc.
The ton-shaped member 7-p may be restored). Note that FIG.
FIG. 2 shows a case where the operating portion 7-p of the damper is placed vertically.
02 is the case of horizontal installation. Each (a) is usually
In the case of the time, (b) is the case of the displacement amplitude at the time of seismic isolation.
In the case of the horizontal damper shown in FIG.
Closed by a mortar-shaped insertion port 31 (piston-shaped
In the front chamber 7-aa (to the insertion cylinder / cylinder of the member 7-p)
Therefore, in the case of oil leakage, the oil is
It can be placed in a horizontal position, so there is no danger of oil leakage
There is no problem. Suitable when vertical height cannot be obtained
ing. In FIG. 202, the piston-like member 7-
The two routes connecting the opposite sides of the cylinder 7-a sandwiching p are:
Although provided on the piston-like member 7-p,
The present invention is not limited to this.
Open to the pipe connecting the other side and the piston-like member 7-p.
Drill holes to make a difference in each opening area
Alternatively, the opposite sides of the cylinder 7-a sandwiching the piston-like member are connected to each other.
Two different pipes are provided to make a difference in each opening area
Or provide two holes to make a difference in each opening area
It is also possible to provide three or more routes.
You. Further, a groove may be used instead of the tube and the hole. 8.4.4. Fixing device also used as damper 8.4.4.1. Fixing device that also serves as a damper (1) Lock valve system 1 The invention of a fixing device and a fixing device that also serves as a damper, which is operated by earthquake
There are cases of both a mold and a wind-actuated fixing device. Claim 185
Item is the invention. The invention according to claim 184,
Damper valve (valve provided on the larger opening area)
Is replaced with a lock valve (lock member) 7-ef
The lock valve is activated by a command from the wind sensor.
Activated by command from earthquake sensor (amplitude) device
It is configured by a lock valve or the like. FIG. 196 (a)
Is an example of this. The valve 7-f in FIG.
In the case where the lock valve (lock member) 7-ef is replaced,
In 196 (a), the tube 7-ql was
Width) Considering a tube from the device,
Considering that the tube 7-ql is a tube from the wind sensor,
This is the case of the dynamic type. Further, FIG. 196 (a) shows claim 1.
The automatic restoration type based on the seismic force according to Claim 01 or Claim 147.
This is also an example of the case. Fix the fixing pin insertion part 7-vm
One of the fixed pins 7 is attached to the structure 1 that is seismically isolated.
To the structure 2 supporting the structure to be seismically isolated
Structure 1 to be isolated and structure 2 to support the structure to be isolated
Is fixed to the concave insertion portion 7-vm such as a mortar shape or a spherical shape.
Fixed pin (this fixed pin moves horizontally when a horizontal force is applied)
With a mortar-shaped or spherical-shaped concave insertion part.
Fix it by inserting 7)
In the fixing device for preventing wind sway, the fixing pin 7
Is a cylindrical part and a piston-like member 7-p inserted therein.
Slid in the cylinder with almost no leakage of liquid, gas, etc.
A fixing pin 7 having a piston-like member 7-p
The fixed pin tip 7-w protrudes outside
And further sandwiches the piston-like member 7-p of this cylinder.
Opposite sides (the range in which the piston 7-p slides).
The end of the enclosure is the tube 7-e and the groove (attached to the tube 7-a).
Or a hole in the piston-like member 7-p
Provided or extruded by a piston-like member
Is there an outlet for liquids and gases to exit from inside the cylinder?
And sandwiches the piston-like member 7-p of this cylinder
Pipe 7-e connecting the opposite sides (end to end)
A hole in the ston-like member 7-p or a piston-like member
Liquid and gas extruded by 7-p exit from inside the cylinder
Locking pin 7 at exit or all
The lock valve (lock member) 7-ef is attached, and the piston
Pipe in the direction in which liquids and gases are extruded
Grooves or holes reduce the opening area,
Grooves or holes increase the opening area. And the opening area
The valve provided on the larger side of the
With a lock valve that works, or an earthquake sensor (amplitude)
Depending on the command from the device, whether the lock valve operates or not
Be composed. The difference between the nature of this valve and the opening area
By adding the above, the piston-like member 7-p,
In the exit direction, it is prompt, and enters the cylinder 7-a.
Then, resist the insertion portion 7-vm to be fixed,
Be sure to enter slowly to prevent movements such as wind
Suppress displacement. In the case of wind-operated type,
The lock valve (lock member) is closed by a command and the fixed pin
To lock the seismically isolated structure and the seismically isolated structure.
It is configured to fix the holding structure. earthquake
In case of actuation type, command from earthquake sensor (amplitude) device
Then, open this lock valve (lock member) and remove the fixing pin.
Unlocked and seismically isolated structures and seismically isolated structures
Is configured to release the fixing structure with the supporting structure
I have. (2) Lock valve system 2 The invention of a fixing device that also serves as a fixing device and a damper.
There are cases of both a mold and a wind-actuated fixing device. Claim 187
Item is the invention. The invention according to claim 186,
The damper valve (the valve provided in the outlet path) is a lock valve
(Locking member) When replacing 7-ef, wind sensor
Lock valve that operates according to command from
-A lock valve that operates according to a command from the (amplitude) device.
Or the like. FIG. 196 (b) corresponds to FIG.
(A) (b) to the exit route 7-acj in FIG.
The provided valve 7-f is used as a lock valve (lock member) 7-e.
f, it is activated by the command from the wind sensor.
If the lock valve is a wind operated type, an earthquake sensor
(Amplitude) If the lock valve is activated by a command from the device,
This is the case of the earthquake operation type. For wind-operated type, wind sensor
The lock valve (lock member) is closed
Locking the fixing pin, the structure to be isolated and the structure to be isolated
It is configured to fix the structure supporting the structure.
You. In the case of an earthquake operation type, use an earthquake sensor (amplitude) device.
With these commands, this lock valve (lock member) is opened and fixed
Unlock pin and seismically isolated structure and seismically isolated
Structure to release the structure that supports the
Has been established. (3) Lock valve type 3 Invention which is used both as a fixing device of a flexible member type connecting member system and a damper
There are cases of both seismically operated and wind operated fixed devices.
Claim 190 is the invention. Claim 189,
The damper according to claim 189-2, wherein the return
Path (claim 189) or the opening area of the path
The valve provided on the smaller one (Claim 189-2) is
When the lock valve (lock member) 7-ef is
Lock valve that operates according to a command from the
Lock valve that operates according to a command from the sensor (amplitude) device
Or the like. Returning the return route in Fig. 201
The valve 7-f provided in the port 7-er is a lock valve (lock
FIG. 202, FIG.
In 203, the opening surface of the path of the piston-like member 7-p
A lock valve (lock) is connected to the smaller product, that is, the pipe 7-js.
Member) when 7-ef is provided, and
If the lock valve 7-ef is activated (closed) by a command,
In case of wind operated type, finger from seismic sensor (amplitude) device
If the lock valve 7-ef is activated (opened) by an
This is an operation type. For wind-operated type, use a wind sensor
With these commands, this lock valve (lock member) is closed and fixed
Locked pins and seismically isolated and seismically isolated structures
Is configured to be fixed to a structure that supports.
In case of seismic operation type,
Command to open this lock valve (lock member)
To unlock the seismically isolated structure and the seismically isolated structure
The structure supporting the structure is configured to be unlocked.
Have been. (4) Lock valve system 4 (8.1.1.2.2.5.
H) Valve type) 8.1.2.2.5. (Lock) valve type fixing device
It is an invention of a fixing device that also serves as a damper. Claim 191
Is the present invention. FIG. 332 (a) shows the structure of the present invention.
Implementation with slip-type weight 20 (ball-type weight 20-b)
It is an example. FIG. 293 (a) also shows the sliding weight 20 (ball
FIG. 332 shows an embodiment using the mold weight 20-b).
(A), weights 20, 20-b, and exit / exit route 7-a
cj and the positional relationship is opposite (8.1.2.2.2.5.
2. (Lock) valve type (see (12)). FIG. 295 also
Example with sliding type weight 20 (ball type weight 20-b)
(8.1.2.2.5.2. (Lock) valve system
(13)). FIG. 332 (b) shows a diagram of the present invention.
This is an embodiment using a nested weight 20-e. FIG. 288, FIG.
296, FIG. 301, FIGS. 303 to 305, FIG.
(A) In the fixing device of FIG.
Liquid from 7-p insertion tube 7-a or accessory chamber 7-ab
Reservoir 7-ac or exit / exit route 7-acj to the outside
Other than the valve attached to (weight 20, 20-b, 20-e)
Then, the liquid storage tank 7-ac or the external chamber 7-ab
Or a return port 7-e returning to the insertion cylinder of the piston-like member 7-p.
r and provide a valve (valve to prevent backflow) 7-fs
(The configuration of the valve 7-fs described in FIG. 332 (a) will be described.
If you do, usually the spring 9-c, when the wind
The ton-shaped member 7-p receives a force in the direction in which the valve closes.
However, at the time of seismic isolation, the fixing pin 7-w is inserted into the insertion portion 7-vm.
When the piston returns to the center direction, the piston-like member 7-p is actuated.
, The insertion cylinder 7-a from the liquid storage tank 7-ac or from the outside
Alternatively, a flow of liquid or the like entering the accessory chamber 7-ab occurs,
The valve 7-fs is pushed in the opening direction by the flow of
Thereby, the return port 7-er is opened). exit
-The size of the opening area of the exit path 7-acj is reduced,
The size of the opening area of the return port 7-er is increased. exit
-The size of the opening area of the exit path 7-acj has been reduced.
As a result, the mortar shape and spherical shape of the fixing pin 7 during an earthquake
From the center of the concave insertion section 7-vm, 7-vmc, etc.
Gives resistance to movement to the surroundings and, in addition, returns 7-er
By increasing the size of the opening area,
Return to the original position of the fixed pin 7 quickly without giving any resistance
And again, resisting movement from center to periphery
It is. In this way, the displacement suppression effect, etc., which is also used as a fixing device
It becomes a damper with. In addition, the fixing mechanism operates during seismic isolation.
Exit / exit route 7-acj
The valve must be open during an earthquake,
In order to maintain the open state,
available. 1) Weights 20, 20-b, 20-e and lock at the time of seismic isolation
The number of contacts with the valve pipe 20-cp is reduced. As a method, first, the weight of the lock valve pipe 20-cp is brought into contact with the weight.
Tip 20-cpt, etc., to be made as small as possible (see FIG.
293 (a)). Also, lock valve pipe 2
Offset 0-cp from the center of sensor seismic isolation plate 36-vm
There are ways. Lock valve pipe 20-cp is a sensor seismic isolation plate 3
6-vm is more off center than at center
The number of times the weights 20 and 20-b pass through that position during an earthquake
Disappears (FIG. 292). Further, the lock valve pipe 20-cp
(FIG. 292) is also conceivable. B
By installing two or more check valve pipes 20-cp,
Any weight 20, 20-b, 20-e, 20 during an earthquake
-E comes into contact with any of the lock valve pipes 20-
cp is opened. 2) Original positions of weights 20, 20-b and 20-e at the time of seismic isolation
To return to the normal position. As a method, in the case of the pendulum weight 20-e, there is
Friction works at the pendulum fulcrum when the earthquake displacement amplitude exceeds a certain level.
To make the run-out slower
It is. In the weights 20, 20-b, the weights 20, 20-
Spherical surface, mortar or cylindrical trough surface to slide b, V-shaped trough
Reduce the slope of the seismic isolation plate on concave sliding surfaces such as flat surfaces. Again
The slope around the seismic isolation plate is reduced. Thereby a certain
At the above displacement amplitude, the weights 20 and 20-b return more.
Become slow. Further, as shown in FIG. 295, the passage opening 7-abj
Is below the weights 20 and 20-b, and when the seismic isolation
Liquid, gas, etc., blows out from abj and weights 20, 20-
b, slow the return of 20-e to its original position (normal position)
There is also a method. 3) Others 8.5.7) Refer to delay device with sensor seismic isolation plate. 8.4.4.2. 192. An insertion part shape The fixing device which serves as a fixing device and a damper.
Of the shape of the insertion portion of the fixing pin. Fixing device and Dan
When the fixing pin is also used, the fixing pin has a concave shape such as a mortar shape or spherical shape.
The shape of the insertion part 7-vm in the form considers wind sway measures
And the radius of curvature is reduced only in the center of the insertion portion 7-vmc.
Or increase the gradient. In the periphery, increase the radius of curvature
Tighten or reduce the slope. FIGS. 332 (a) to 33
FIG. 2B shows this embodiment. This 8.4.
4. Insertion part of fixing device also used as damper (fixing pin
8.4.5.1. Stated
The invention is also applicable. 8.4.5. Fixed pin receiving member shape and displacement type corresponding to displacement
The present invention relates to a damper function corresponding to an earthquake (response) displacement.
It relates to a displacement-type variable damper that changes force.
You. This damper can be used not only as a seismic
It can also be applied to bumpers. Damper capacity according to displacement
To change it, change the fixed pin receiving member
Type, piston hole / groove change type, cylinder groove change type.
You. 8.4.5.1. Fixed pin receiving member change type Insertion section for inserting fixed pin or convex shape hitting fixed pin
By changing the shape of the fixed pin receiving member such as the state member,
The displacement-type damper that changes the damper capacity
Is what you do. Here, regarding the “insertion part”, the concave shape
Not only the convex part that the fixing pin hits
Yes (same for all chapters). 8.4.5.1.1. Displacement Suppression 1 (1) Concave type (outbound path suppression type) Claim 192-1 is an outgoing movement from the center of the displacement amplitude during an earthquake.
It is an invention of a damper capable of suppressing displacement on a road. Damper cum
Fixing device (see 8.4.4.) Or fixing device type
(See 8.4.2.1. To 8.4.2.2.)
To support the seismically isolated structure and the seismically isolated structure.
A fixing pin is installed on one of the
This fixed pin receiving member is installed, and the fixed pin receiving member shape
The shape of the fixing pin receiving member is concave
Is, for example, a mortar shape, a spherical shape or a cylindrical trough shape, V
It has a concave shape such as a valley surface shape. This fixing pin receiving part
Displaced on the outward path from the center of the displacement amplitude during an earthquake due to the shape of the material
It becomes a damper that can be suppressed. FIG. 199 to FIG. 200 (a)
Is this embodiment. Normally, the tip of the fixing pin 7
-W is the mortar shape, spherical shape or cylindrical trough shape of the fixing pin
・ Recessed fixed pin receiving member such as V-shaped valley surface (insertion part)
7-vm and located at its center. earthquake
Sometimes the tip 7-w of the fixing pin is initially mortar-shaped and spherical
Of the fixed pin receiving member (insertion portion) 7-vm
Take the outbound path from the center to the periphery, then
Is the structure supporting the seismically isolated structure 1 and the seismically isolated structure
Depending on the direction of relative displacement and relative velocity with the structure 2,
Take the outbound route from the heart to the periphery, and from the periphery to the center
And take a return trip. On the outbound trip
Is a concave-shaped fixing pin receiving member such as a mortar or spherical shape
(Insertion part) The tip 7-w of the fixing pin extends from the 7-vm slope.
It acts as a damper under force. On the return trip,
The tip 7-w of the fixing pin quickly becomes mortar-shaped according to the displacement
-A concave fixing pin receiving member (insertion portion) 7-
vm and restores towards its center
However, the mechanism does not work as a damper. Fixed
The pin receiving member (insertion part) has a concave shape such as a mortar or spherical shape
In the case of the state, it functions as a damper in all directions. Fixed
The receiving member (insertion part) has a cylindrical trough-shaped or V-shaped trough-shaped recess.
In the case of the configuration, the damper is used only in the up and down direction of the valley surface.
Does not work. (2) Convex type (return control type) Claim 192-2 is a method of returning from the center of the displacement amplitude during an earthquake.
It is an invention of a damper capable of suppressing displacement on a road. Damper cum
Fixing device (see 8.4.4.) Or fixing device type
(See 8.4.2.1. To 8.4.2.2.)
To support the seismically isolated structure and the seismically isolated structure.
A fixing pin is installed on one of the
This fixed pin receiving member is installed, and the fixed pin receiving member shape
The shape is made of a convex shaped member, and the shape of the fixed pin receiving member is convex.
The form is, for example, a mortar shape, a spherical shape, or a cylindrical mountain surface.
・ V-shaped mountain surface. Above (1) concave type
It has a shape opposite to that of the standard type. FIG. 200 (b)
This is an example. Normally, the tip 7-w of the fixing pin
Is a mortar-shaped or ball-shaped fixing pin receiving member that receives the fixing pin.
A member 7 having a convex shape such as a planar shape, a cylindrical mountain shape, and a V-shaped mountain surface.
-Located at the center of vmt. During an earthquake, fixed
Of the fixed pin receiving member that receives the
Form member 7-vmt goes from the center to the periphery
Move along the road, and then seismically isolated structure 1
Relative displacement between the structure 2 supporting the structure to be
Depending on the direction of the relative speed, the outward path from the center to the periphery
And when taking a return trip from the periphery to the center
Split. On the outward path, the fixed pin is
Of the fixing pin receiving member
Member 7-vmt is restored along the slope, but the damper
Does not work. For return trip, fixed pin receiving part
Slope of member 7-vmt in convex form such as mortar or spherical
The tip 7-w of the fixing pin receives force from the surface and acts as a damper.
Function. The convex shape of the fixing pin receiving member that the fixing pin hits
When the state member 7-vmt has a convex shape such as a mortar shape or a spherical shape,
In this case, it functions as a damper in all directions. Fixing pin is
The convex-shaped member 7-vmt of the barrel fixing pin receiving member is a cylinder.
In the case of a mountain-shaped or V-shaped mountain-shaped convex shape, climbing and descending of the mountain surface
Only works as a damper in the direction. (3) Concavo-convex (repetitive) type Claim 192-2-2 is from the center of the displacement amplitude during an earthquake.
Of the present invention is a damper capable of suppressing displacement in the reciprocating path. group
Fixing device (see 8.4.4.) Or fixing device
Stationary dampers (refer to 8.4.2.1. To 8.4.2.2.
)), The seismically isolated structure and the seismically isolated structure
A fixing pin is installed on one of the supporting structures,
On the other side, this fixing pin receiving member is installed, and the fixing pin receiving member is provided.
The shape of the member is made up of an uneven member 7-vmr,
The shape of the receiving member is an uneven shape, for example, an uneven (repeated) flat shape.
Row-like, uneven (repetitive) ring, uneven square repeating
You. Unevenness (repeat) flat with unevenness (repeat) parallel
In the row, damper performance is obtained in only one direction. Unevenness (anti
The concavo-convex (repeated) ring in which the back is annular
Damper performance is obtained. Also, of course, randomly
Some types repeat. In all cases, the depth of the
It can be kept low and lighter. FIG. 218 (a)
Is the shape of the fixing pin receiving member 7-vmr
In the embodiment where the irregularities are repeated in parallel,
The peaks and valleys become parallel, and the shape becomes uneven (repetition).
It has become. FIG. 218 (b) shows a fixed pin receiving member type.
The shape is composed of an uneven form member 7-vmr,
Is repeated in the form of a square.
Pyramid) becomes a grid pattern and repeats,
Has become. FIG. 219 shows that the shape of the fixing pin receiving member is uneven.
It is composed of the form member 7-vmr, and the irregularities are cyclically repeated.
In this embodiment, the mountain shape is annular and the valley shape is annular.
It is an uneven (repeated) type repeatedly. Also other implementations
As an example, there are cases where irregularities are repeated randomly,
The mountain shape (cone / pyramid) becomes random and protrudes repeatedly
Recessed (repeated) types are also possible. (4) Combination of concave and convex (reciprocating path suppressing type) Claims 192-2-3 and 192-2-4 are:
The displacement can be suppressed in the round trip from the center of the displacement amplitude during an earthquake.
It is the invention of the comper. Claim 192-2-3 is a seismic isolation
Structure 1 to be seized and Structure 2 to indicate the structure to be seismically isolated
Between the (1) concave damper and (2) the convex damper.
It is an invention that installs both the damper. This allows
Displacement can be suppressed on the outward and return trips from the center of the displacement amplitude during an earthquake
Become something. The uneven (repeated) type of (3) can be considered in the same way.
Claim 192-2-4 is the unevenness (repeat) of (3).
The normal fixing pin of the mold contacts the convex and concave parts.
It is an invention to install both types of dampers.
You. As a result, the outward path from the center of the displacement amplitude during an earthquake
And the displacement can be suppressed in the return path. 8.4.5.1.2. 192-3 is a fixing device also serving as a damper.
4.4. Or fixed device type damper (8.4.
2.1. ８8.4.2.2. See)
Structure that supports the seismically isolated structure
One side has a fixed pin and the other side has
The member is installed, and the shape of the fixing pin receiving member is
Made of material, made of a convex-shaped member, or made of an uneven-shaped composite
It consists of a mold member (in other words, a fixing pin and this fixing
Consists of a concave insertion part for inserting a pin or fixed
Consists of a pin and a convex member that this fixing pin hits,
It is composed of a composite type member of those irregular shapes), concave shape or
Is the convex form, the inclination of which is changed according to the displacement
Of a damper characterized by being constituted by
It is an invention. In this way, changing the inclination arbitrarily
More suppression of displacement while suppressing response acceleration
enable. You can change the damper performance arbitrarily
That is a feature of the present invention. Especially concave or convex
Both states, as you go from the center of the concave or convex to the periphery,
A type with a stronger gradient has better seismic isolation performance and a displacement suppression effect.
Also have. That is, a damper according to the invention of claim 192-4.
The damper according to claim 192-3, wherein
How to change the inclination of a shape or convex shape according to displacement
From the center to the periphery, two stages, multiple stages, nothing
Configured so that the gradient becomes stronger due to changes in the gradient
It is a damper to do. In particular, the inclination of the end of the fixed pin receiving member
Exemption from distribution changes if the angle is raised to vertical
Also serves as a stopper for excessive displacement during an earthquake. In other words, seismic isolation
Of the fixed pin receiving member corresponding to the position beyond the allowable displacement at the time
About the gradient change of the part, raise the angle to vertical
If so, it can also be a stopper at the time of excessive displacement. Especially gradually corners
If you start up vertically to a higher degree, stop excessive displacement
It is possible to prevent the impact at the time. This is claim 192
The invention of the damper with stopper at the time of excessive displacement described in -5.
You. FIGS. 200A and 200B show this embodiment. Solid
The angle of the end of the fixed pin receiving member 7-vm is gradually increased to lead.
As soon as possible, and as a result, gradually even in the event of excessive displacement
The damping becomes large, and the fixed pin receiving member 7-vm
Stops completely at the end
You. The present invention is, of course, 8.4.5.1.1. Displacement suppression
(1) Concave type (forward stroke suppression type) (2) Convex type (return path)
(Stroke control type) (3) Concavo-convex (repetitive) type (4) Concave type
It is also applicable to (round-trip suppression type). Fig. 199
(B) and FIGS. 200 (a) and (b) show this embodiment.
You. FIG. 199 (b) shows that the mortar gradient changes in two stages.
FIG. 200 (a) shows a mortar gradient changing type of the form.
The core is in a mortar shape, and the periphery is in a curved (spherical) shape
At the point of change, the slope change does not break
FIG. 200 (b) is the same as FIG. 200 (a).
7 is an embodiment of a damper in the case of a gradient-change-type convex type.
As shown in FIG. 199 (b) or FIG. 200 (a),
As you go to the periphery, the gradient becomes stronger (two stages,
Multi-stage, stepless gradient change type, etc.)
It also has a displacement suppressing effect. Because in the center
The speed of the earthquake increases, and braking with dampers
When added, the response acceleration increases, and
Because the speed of a big earthquake becomes small,
Even if braking is applied, the response acceleration does not increase.
You. The equation of motion is 5.1.1.2. Speed proportional of
In the case where there is a type damper, naturally the exercise shown below
It can also be used for laminated rubber, springs, etc. in the equation.
Example 5.1.3.1. reference). d (dx / dt) / dt + K / mx * C / m * dx /
dt = −d (dz / dt) / dt Here, a calculation formula for obtaining the attenuation coefficient C is shown. (1) Damping coefficient C A fixing device that also serves as a damper (see 8.4.4.)
Constant device type damper (8.4.2.1 to 8.4.2.
2. (See below) (damper)
Between the structure 1 and the structure 2 supporting the seismically isolated structure
The seismic isolation of structure 1 to be seismically isolated at the time of seismic isolation
V relative to the structure 2 supporting the structure to be
Let V 'be the speed at which the tip 7-w of the fixed pin moves during seismic isolation.
You. At this time, the damper determined by the damping mechanism of this damper
The damping coefficient C 'for V'
The force F 'received when the shape member 7-p moves at the speed V' is expressed as follows: F '= C' * V '＾ k (1) (K depends on the damping mechanism of the damper
The structure 1 to be seismically isolated here is the damper at the time of seismic isolation.
Assuming that the received force is F, V 'and F'
Concave shape insertion such as bowl-shaped, spherical, cylindrical, V-shaped, etc.
The slope tan of the entry 7-vm or the convex member 7-vmt
According to φ, V ′ = V × tan φ (2) F ′ = F / tan φ (3) From the equations (1) to (3), F is expressed as follows: F = F ′ × tan φ = ( C ′ × V ＾ k) × (tan φ) ＾ (k + 1) (4) Therefore, from equation (4), the damper V
Assuming that the attenuation coefficient is C, F and C are expressed as follows: F = C × V ＾ k (5) C = C ′ × (tan φ) ＾ (k + 1) (6) Here, C 'is a constant, so C is the slope ta.
It is proportional to nφ raised to the (k + 1) th power. If tanφ is large, F
Is large, and if tanφ is small, F becomes small.
Shape in which the inclination φ changes according to the displacement of the insertion part of the damper
, The displacement while suppressing the response acceleration
Can be suppressed. In other words, the mortar shape, spherical shape,
Is a concave insertion portion 7-vm such as a cylindrical surface or a V-shaped surface or
Increasing the radius of curvature at the center of the convex member 7-vmt
The slope or the radius of curvature of the periphery
If the displacement at the time of seismic isolation is small, F
Response acceleration was suppressed due to small size, causing large displacement
In this case, F is large in proportion to the power (k + 1) of the inclination tanφ.
The deformation is suppressed. From this, displacement and tilt
Determined from the relationship of the slope tanφ and the damping mechanism of the damper
Just adjust the damping coefficient C 'for V' of the damper
Set the relationship between the displacement and the damping force by the damper as desired.
The fixing pin can be shaped like a mortar,
Is a concave insertion portion 7-vm such as a cylindrical surface or a V-shaped surface, or
Is only to change the shape of the convex member 7-vmt.
To provide a wide range of damper performance with similar devices
Can be. C ′ and k in equations (5) and (6) are
Values differ depending on the damper damping mechanism.
Below are some examples. FIG. 199 (b), FIG.
In the dampers 200 (a) and (b), the piston shape
Exit / exit path 7-a of member 7-p from insertion tube 7-a
cj or the valve 7-f installed therein utilizes the orifice.
In the case where the shape is used, it is conceivable to use the following equation: C ′ = (ρ × A ＾ 3) / (2 × Cd ＾ 2 × A ′ ＾ 2) Piston-like member 7-p
Outlet-outlet path 7-acj from the insertion tube 7-a or
The valve 7-f installed there is shaped using a cylindrical throttle
In this case, it is conceivable to use the following equation: C ′ = (8 × π × μ ′ × 1 × A × 2) / (A ′ ＾ 2) k = 1 Piston-like member 7-p
Outlet-outlet path 7-acj from the insertion tube 7-a or
Valve 7-f installed there uses the gap between two parallel surfaces
C ′ = (12 × μ ′ × 1 ′ × A ＾ 2) / (Cb × b × h
＾ 3) It is conceivable to use the equation of k = 1. Where ρ: insertion tube 7-a, attachment chamber 7-ab, liquid storage tank 7
Density of liquid 7-ao that satisfies -ac etc. Cd: Flow coefficient A: Cross-sectional area of piston-like member 7-p A ': Outlet / outlet path 7-acj or installed there
Orifice opening area μ 'of valve 7-f: insertion tube 7-a, accessory chamber 7-ab, liquid storage tank 7-a
Viscosity of 7-ao, such as liquid, which satisfies c, etc. l: Total length of cylindrical throttle l ': Total length of gap between two parallel surfaces b: Width of gap between two parallel surfaces h: Between two parallel surfaces Clearance Cb: Correction coefficient based on the ratio between b and h (for other symbol explanations, see 5.1.3.1. Of the embodiment).
Are the outlet of the piston-shaped member 7-p from the insertion tube 7-a.
The outlet path 7-acj or the valve 7-f installed therein
Shape and insertion cylinder 7-a, attachment chamber 7-ab, liquid storage tank 7
-Ac etc. depending on the properties of 7-ao etc.
It can be used alone or in combination. Below,
2 shows an equation of motion when the damping coefficient C is used. (2) Equation of motion Also, in equation (6), the damping coefficient for V of the damper
C is a constant C 'determined from the damping mechanism of the damper, and fixed
Pin mortar, spherical, cylindrical or V-shaped
Incline of the concave insert 7-vm or the convex member 7-vmt
Expressed as the product of the oblique tan φ and the (k + 1) th power
However, since tanφ is a function of the displacement x, C is also a function of x.
Can be expressed as Therefore, in the equation of motion
When the damping coefficient C of the damper is introduced into
Used as C (x). For example, the damping coefficient C (x)
Parr 5.1.3.2. Derived from the mortar restoration type equation of motion
The formula entered is as follows. d (dy / dt) / dt + sinθ · cosθ · gs
sign (x) + (cos θ) ＾ 2 · μg · sign (d
x / dt) + C (x) / m · dx / dt = 0 d (dy / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (x) + μ · sign (dx / dt)｝
Some examples of + C (x) /m.dx/dt=0 C (x) will be described. 1) Two-step change a. Mortar gradient change type Fig. 199 (b) shows a mortar gradient changing in two stages.
Determined by damper damping mechanism in case of pot gradient change type
Constant is C ', fixed pin mortar, spherical or cylindrical surface
-Shaped insertion part 7-vm or convex part such as V-shape
Material 7-vmt has slope t from x = 0 (center) to x = x1
Anφ1 mortar, tan from x = x1 to the periphery
Assuming a mortar shape of φ2, sign (x) × sign (dx / dt) ≧ 0 (outgoing path) in the case of the forward path suppressing type
When 0 ≦ | x | ≦ x1, C (x) = C ′ × (tan φ1) ＾ (k + 1) sign (x) × sign (dx / dt) ≧ 0 (outbound)
When x1 ≦ | x |, C (x) = C ′ × (tan φ2) ＾ (k + 1) sign (x) × sign (dx / dt) <0 (return)
, C (x) = 0 In the case of the return path suppression type, sign (x) × sign (dx / dt) <0 (return path)
When 0 ≦ | x | ≦ x1, C (x) = C ′ × (tan φ1) ＾ (k + 1) sign (x) × sign (dx / dt) <0 (return)
And when x1 ≦ | x |, C (x) = C ′ × (tan φ2) ＾ (k + 1) sign (x) × sign (dx / dt) ≧ 0 (outward path)
At this time, C (x) = 0. b. Center mortar form + peripheral part curved surface (spherical surface) form FIG. 200 (a) shows a central part in a mortar form and a peripheral part curved.
It becomes a surface (spherical) form, and at the changing point,
This is the case of a gradient change type that does not break. Mortar slope
A mortar with a normal to a plane containing three points equidistant from the center above
The straight line passing through the center of the
The constant determined by the damping mechanism is C ',
Insertion part 7 having a concave shape such as a spherical surface or a cylindrical surface or a V-shaped surface
Whether -vm or convex member 7-vmt is x = 0 (center)
To x = x1 is a tan φ1 mortar shape, and x = x
From 1 to the periphery, on a section including the central axis of the mortar,
At x = x1, it contacts the slope of the mortar and extends to the periphery
An arc of radius R rotates around the central axis of the mortar.
In the case of the forward path suppression type, sign (x) × sign (dx / dt) ≧ 0 (forward path)
When 0 ≦ | x | ≦ x1, C (x) = C ′ × (tan φ1) ＾ (k + 1) sign (x) × sign (dx / dt) ≧ 0 (outbound)
And when x1 ≦ | x |, C (x) = C ′ × ((| x | − (x1−R · sinφ)
1)) / √ (− (| x | − (x1−R · sinφ1))
{2 + R {2))} (k + 1) sign (x) × sign (dx / dt) <0 (return)
, C (x) = 0 In the case of the return path suppression type, sign (x) × sign (dx / dt) <0 (return path)
When 0 ≦ | x | ≦ x1, C (x) = C ′ × (tan φ1) ＾ (k + 1) sign (x) × sign (dx / dt) <0 (return)
And when x1 ≦ | x |, C (x) = C ′ × ((| x | − (x1−R · sinφ)
1)) / √ (− (| x | − (x1−R · sinφ1))
{2 + R ^ 2))} (k₊1) sign (x) × sign (dx / dt) ≧ 0 (outbound)
At this time, C (x) = 0. 2) Three or more steps of change 8.4.2.2.3.2. (2) The items listed in 1) above are fixed
Mortar, spherical, cylindrical, V-shaped, etc.
Shape of the shape insertion portion 7-vm or the convex shape member 7-vmt
Was changed in two stages on the way.
Change not only in two stages, but in three or more stages
Shapes are also conceivable. 8.4.3.2.3.2. (2) of 1)
The shape of the two-stage damper changes to n stages in the middle
When n-step change type, fixed pin mortar shape and spherical shape
Or concave insertion part 7-vm such as cylindrical or V-shaped
Or, the convex-shaped member 7-vmt moves from x = 0 (center) to x =
up to x1, tan φ1, up from x1 to x2, t
anφ2,... from x (j-1) to xj
nφj,... from x (n-1) to the peripheral part
nφn, each with a mortar shape,
If sign (x) × sign (dx / dt) ≧ 0 (outbound) and 0 ≦ | x | ≦ x1, C (x) = C ′ × (tan φ1) ＾ (k + 1) sign (x) × sign When (dx / dt) ≧ 0 (forward path) and x1 ≦ | x | ≦ x2, C (x) = C ′ × (tanφ2) ＾ (k + 1) sign (x) × sign (dx / dt) X (j−1) ≦ x | ≦ xj, C (x) = C ′ × (tanφj ＾ (k + 1) ·· sign (x) × sign (dx / dt) ≧ 0 (Forward path) and x (n-1) ≦ | x |, C (x) = C ′ × (tanφn) ＾ (k + 1) sign (x) × sign (dx / dt) <0 (return path) , C (x) = 0 In the case of the return path suppression type, sign (x) × sign (dx / dt) <0 (return path) and 0 ≦ | x | ≦ x When C (x) = C ′ × (tan φ1) ＾ (k + 1) sign (x) × sign (dx / dt) <0 (return) and x1 ≦ | x | ≦ x2, C (x) = C '× (tan φ2) ＾ (k + 1) sign (x) × sign (dx / dt) <0 (return) and x (j−1) ≦ | x | ≦ xj, C (x) = C ′ × (tan φj) ＾ (k + 1) ·· sign (x) × sign (dx / dt) <0 (return) and x (n−1) ≦ | x |, C (x) = C ′ × (Tanφn) ＾ (k + 1) When sign (x) × sign (dx / dt) ≧ 0 (outbound), C (x) = 0, and the inclination tanφi at x = xi is a mortar shape.
No, 8.4.3.2.3.2. (2) 1) Form of curved surface of b
Is given as a function tanφi (x) of x
In this case, tanφi is changed to tanφi in the above C (x).
It is enough to read as (x). Where the subscript i of x,
j, n, etc. are the mortar shape, spherical shape, or cylindrical surface of the fixing pin
-Shaped insertion part 7-vm or convex part such as V-shape
The material 7-vmt moves from the i, j, nth state to (i +
1), (j + 1), (n + 1) th state, shape
Indicates the position of the boundary that changes along the way. 8.4.5.2. Tube change type The invention according to claim 192-5-2 is a displacement suppressing type syringe.
7-a and a piston-like member 7-sliding therethrough
In a hydraulic damper consisting of a cylinder 7-a
Two different sliding points of the piston-like member 7-p above
A connecting pipe 7-js is provided and the liquid in the cylinder at that position is
It allows the body to move back and forth. Of that tube 7-js
Damping by giving resistance in size, connecting
The damping capacity depends on the position, that is, the displacement position.
It becomes possible to change. FIG. 203A shows FIG.
This is an embodiment in which the damper is of a variable tube type. Displacement
Area on cylinder 7-a for which you want to reduce the suppression damper capacity
Between the point (pipe port) and the point between the piston-like member (pipe port)
And a cylinder 7-js in that section is provided.
a, allowing the liquid in a to move back and forth
The two liquid ports sandwiching the tubular member 7-p are not blocked and
The sliding range of the piston-like member 7-p where the body moves back and forth is
This is the range where the damper ability is reduced. FIG. 203 (a)
In the above, the port is provided at a plurality of positions,
The number and type (size) of the pipe openings are determined according to the displacement position.
It is designed to be provided. In this embodiment,
Tube with a small cross-sectional area at the time of maximum sliding of the
Keep your mouth open. The result is an earthquake
(Response) When the displacement reaches its maximum, the resistance increases,
It is becoming. Return to piston 7-p
A hole 7-jr is provided, and the opening area of the return hole 7-jr is
js. In the return hole 7-jr,
Member 7-p is drawn into cylinder 7-a.
Sometimes open, otherwise closed 7-f
I have. Further, in this embodiment, the piston 7-p is
The cylinder 7 is connected by the flexible member 8-f.
Put 9-t such as spring, rubber and magnet in -a
It is necessary to restore the ton-shaped member 7-p (of course,
The position opposite to the ton-like member 7-p from the spring 9-t.
9-c, such as a spring, rubber, magnet, etc. attached to the piston 7
-P may be restored). In addition, the front room 7-aa is installed.
To prevent leakage of liquids after aging and when the damper is activated.
I'm here. 8.4.5.3. With piston hole / groove change type
8.4.5.4. Cylinder groove change
In some cases, it is used in combination with a compound type. 8.4.5.3. Piston hole type / groove change type Displacement control type cylinder 7-a and slide in it
Hydraulic damper consisting of piston-like member 7-p
And a hole or groove 7-js is provided in the piston-like member 7-p.
Inside the cylinder 7-a on both sides of the piston-like member 7-p.
The liquids allow the liquids to move back and forth. That hole or groove
Damping with a resistance of 7-js
is there. FIG. 202 shows an embodiment in the case of a piston hole type.
You. FIG. 203 (b) shows the damper of FIG.
This is an embodiment in the case where the above is set. In FIG. 202, the piston shape
The member 7-p is provided with a hole 7-js and a return hole 7-jr.
The opening area of the hole 7-jr is made larger than that of the tube 7-js.
By narrowing the opening area of the hole 7-js,
Ping. Narrow down by narrowing the opening area of hole 7-js
Unnecessarily, the displacement suppressing effect increases. In return hole 7-jr
Means that the piston-like member 7-p is pulled into the cylinder 7-a.
With a valve that opens when it is swallowed and is otherwise closed
Have been. The hole 7-js is formed when the opening area is smaller than a certain value.
Does not require a valve, but if a valve is provided, the piston
Open when the material 7-p comes out of the cylinder 7-a.
Otherwise, the valve is closed. Further
In the present embodiment, the piston 7-p is a flexible member 8-
f, the cylinder 7-a
Put 9-t such as spring, rubber, magnet and so on inside this piston.
It is necessary to restore the member 7-p (of course,
Attach to the member 7-p at the opposite position to the spring 9-t.
The piston-like member 7-p is formed with a spring, rubber, magnet, etc. 9-c.
May be restored). In addition, the front room 7-aa is installed,
To prevent leakage of liquids after a year and when the damper is activated.
You. In FIG. 203 (b), the groove 7 is formed in the piston-shaped member 7-p.
-Js, return hole / groove 7-jr, return hole / groove 7-j
The opening area of r is larger than that of the pipe 7-js,
By reducing the size of js, damping can be performed.
You. The smaller the size of the groove 7-js, the more displacement
The suppression effect increases. In the return hole / groove 7-jr,
Member 7-p is drawn into cylinder 7-a.
It has a valve that is sometimes open and otherwise closed.
Further, in this embodiment, the piston 7-p is a flexible member.
Because they are connected by 8-f, the cylinder 7-
Put 9-t such as a spring, rubber and magnet in a.
It is necessary to restore the pin-shaped member 7-p (of course,
At a position opposite to that of the spring 9-t with respect to the spring member 7-p.
Piston-like member 7- with attached spring, rubber, magnet 9-c
p may be restored). In addition, the front room 7-aa is installed.
To prevent leakage of liquids after aging and when the damper is activated.
I'm here. 8.4.5.4. Cylinder groove change type The invention according to claim 192-6 is a cylinder of a displacement suppressing type.
7-a and the piston-like member 7-p sliding in it
In the hydraulic damper composed of:
Digging 7-js, syringes on both sides of piston-like member 7-p
This allows the liquid in the hopper 7-a to move back and forth.
Damping by giving a resistance in the size of the groove 7-js
The size of the groove 7-js in relation to the displacement position
Change the damper capacity for each displacement position
It is. FIG. 203 (c) shows an example of this,
The slider 7-a is provided with a slide of the piston-like member 7-p.
The groove 7-js is dug more than the range
The size of the groove 7-js in the maximum sliding range of the member 7-p is
Has been made smaller. As a result, the (response) change of the earthquake
At the maximum position, the resistance increases and the displacement is suppressed.
Has become. The piston-like member 7-p has a return hole / groove 7-
jr, and the opening area of the return hole / groove 7-jr is the pipe 7-j.
s, and reduce the size of the groove 7-js.
By damping. Return hole / groove 7-jr
Means that the piston-like member 7-p is pulled into the cylinder 7-a.
With a valve that opens when it is swallowed and is otherwise closed
Have been. Further, in this embodiment, the piston 7-p
Are connected by the flexible member 8-f.
9-t such as a spring, rubber, magnet, etc.
It is necessary to restore this piston-like member 7-p (this
Of course, the spring 9-t and the piston-like member 7-p
Is a piston with 9-c such as a spring, rubber, magnet, etc.
The shape member 7-p may be restored). In addition, the front room 7-a
a. Leakage of liquid, etc. after aging and when the damper is activated
Prevents putting out. Note that the above 8.4. The smell of the invention
Not only oil, but also other liquids, gases,
Use of granular solids and the like is also possible. FIG. 202 to FIG.
203 is a horizontal flexible member type connection
It is a member-based damper, but adopts an inflexible member, a fixing pin
Application to type damper and use as vertical damper
Use is also possible. 8.4.6. Damper bearings or fixing device bearings Claims 192-7, 8.4.2. Fixed device type damper
-(8.4.4. Including a fixing device that also serves as a damper)
Or fixed pin type fixing device (pin of connecting member system)
Type (except for fixed pin))
Damper and seismic isolation structure
Body. Specifically, as shown in FIGS. 333 (a) and (b)
Then, the upper part of the insertion portion 7-v around the fixing pin 7 is
vs. insertion part (fixed)
Pin receiving member) 7-vm is also a sliding surface 7-vs, concave form
Sliding part that the insertion portion 7-vm slides on the sliding surface 7-vs
Form an acceptance. This is also described in 4. Double (or more than double
) Seismic isolation plate seismic isolation device and sliding bearing. Because of the slip
Both the surface 7-vs and the recessed insertion portion 7-vm have a small area.
I can do it. Because the sliding surface 7-vs and the concave insertion part
According to 7-vm, in order to take a double configuration of seismic isolation plates,
Point of contact when seismic isolation plates are displaced from each other during an earthquake
(The recessed insertion portion 7-vm is the periphery of the recessed annular shape)
Minimum area that vertical load of structure to be seismically isolated can transmit
It is only necessary to obtain. This is a fixed device type damper
-Not only fixed pin type fixing device (pin type of connecting member system)
(Except for the fixing pin). Figure
333 (a) is a diagram of FIG. 332 (a), and FIG. 333 (b) is a diagram of FIG.
332 (b) is a damper bearing. 8.5. Delay device 1) General When the working part of the fixing device is released during an earthquake, promptly
During the earthquake, do not return to the fixed state or
There is a need for a delay device that causes the recovery to be delayed.
That is, the fixing device (including the relay interlocking operation type fixing device)
Of the fixing device such as the fixing pin is released during an earthquake.
After locking, the operating part of the fixing device such as the fixing pin or the lock
A delay device to delay the member from returning to the fixed state
is necessary. The delay device is attached to the release device itself.
Return of actuating part or lock member of fixing device such as fixed pin
Installed or fixed to delay (to fixed)
Locking device, relay intermediate fixing device and relay terminal fixing device
Member 11 and the earthquake sensor (amplitude)
A moving weight 20 or a mode activated by an earthquake sensor
Actuator or electromagnet, etc. or immediately before relay
Connect (relay) with the interlock mechanism 36 of the interlocking device.
8) (or wire rope, cable, rod, etc.)
Wire, rope, cable, rod, etc. in the release
8) attached. Delay to gain time until the end of the earthquake
Although a mechanism is desirable, even if it takes a few seconds, the problem is
Absent. Claim 166 is the invention. 2) Hydraulic and pneumatic cylinder type Claim 167 is a hydraulic and pneumatic cylinder type delay of the delay unit.
It is the invention of the rolling device. Almost all liquids and gases leak in the cylinder 7-a.
The piston-like member 7-p that slides without sliding
7-a, and the piston-like member 7-
The tip 7-w of p is protruding.
On opposite sides of the piston-like member 7-p (piston
Connecting the ends of the range in which the shaped member 7-p slides)
7-e and a groove (attached to the cylinder 7-a) and a piston
And a hole 7-j opened in the member 7-p,
The pipe 7-e and the groove and the hole 7-j have an opening area difference.
In addition, the pipe 7-e or the groove or the piston-like member 7-p
Of the holes 7-j having a larger opening area,
Open when the material 7-p is drawn into the cylinder 7-a,
Either a closed valve 7-f is attached, or
Liquid, gas, etc. extruded by the piston-like member 7-p
Exit path 7-acj, which exits from the cylinder, and exit path 7-a
The liquid / gas extruded from cj returns to the cylinder
A return route 7-er of the road is provided, and an exit route 7 is provided.
-Acj and return path 7-er have a difference in opening area.
The exit route 7-acj is large and the return route 7-er is small.
The outlet path 7-acj has a piston-like member 7-p.
Open when retracted into cylinder, otherwise closed
A return valve 7-er is provided with an opening area.
If small, no valve is needed.
Open when the piston-like member 7-p is pushed out of the cylinder,
Other than that, there is a closed valve.
(E.g., an elastic body such as a spring or rubber or
Magnet etc.) 9-c enters, and due to gravity, this piston
There is also a case where the member 7-p is pushed out of the cylinder. This
The difference between the characteristics of the valve 7-f and the opening area
The movement of the tip 7-w of the piston-like member is
a is fast in the direction to enter a, and delayed in the direction to exit
Is done. In the case of a fixed device, the piston of this delay
The member 7-p is used as an operating portion 7 of a fixing device such as a fixing pin.
Or interlock with the operating part 7 of the fixing device,
The direction in which the piston-like member 7-p is drawn in is fixed.
The direction of release of the actuation of the device or this delay
Fix the piston-like member 7-p (support point 7-z) of the vessel
The lock member 11 of the device and the earthquake of the earthquake sensor amplitude device
Activated by occasionally vibrating weight 20 or seismic sensor
Connected to an operating member such as a motor or an electromagnet,
The connection is made by inserting the piston-like member 7-
The direction in which p is pulled is the direction in which the lock member 11 comes off.
(Release direction)
In this case, the piston-like member 7-p of the delay
Or the operating part 7 of the fixing device
Or the piston-like member 7 is inserted into the cylinder of the delay device.
The direction in which -p is retracted depends on the release of the
Direction or the piston-like member of this delay
The tip 7-w (support point 7-z) is operated by a relay
The lock member 11 of the fixing device and the earthquake sensor (amplitude) device
Weight 20 or an earthquake sensor that vibrates during an earthquake
Operating members such as motors or electromagnets
Connect between the interlock mechanism 36 of the relay intermediate fixing device immediately before
(Relay) wire, rope, cable, rod, etc.
8 (or wires, ropes, cables,
8). The way of connection is the cylinder of the delay unit
The direction in which the piston-like member 7-p is drawn into
In the direction in which the lock member 11 comes off (release direction).
I do. FIG. 244 shows the pipe 7-e and the groove (attached to the cylinder 7-a).
The piston-shaped member hole 7-j having a larger opening area.
A valve 7-f is attached, and a tip 7-w of a piston-like member is provided.
(Support point 7-z) is a wire rope cable cable
8 (or wires, ropes, cables in the release
This is an example of connection to a bull, a rod, etc. 8). Also delay
It is conceivable to integrate the device directly into the fixed pin device.
You. Specifically, almost all of the liquid, gas, etc. leak in the cylinder 7-a.
Fixed with piston-like member 7-p that slides without
A pin 7 is inserted into the cylinder 7-a, and a fixing pin
The tip 7-w protrudes, and furthermore, the pipe 7-a
Opposite sides of the ston-shaped member 7-p (piston-shaped part
The end of the area where the material 7-p slides) is the pipe 7-e.
Connected by a groove. This piston-like member 7-p includes:
This tube 7-e is also larger or smaller than the opening area of the groove.
There is a bore 7-j, a pipe 7-e and a groove or a piston-like member.
The valve 7-f is located on the side of the hole 7-j with the larger opening area.
You. This valve 7-f is retracted by the piston-like member 7-p.
In case of Figure 245,
The valves 7-f and 7-fb are in the form of balls.
Specifically, the pipe 7-e is attached to the piston-like member 7-p.
There is a hole 7-j that is larger than the opening area of the
Holes 7-f and 7-fb. This valve is a piston
Liquid coming out of the hole 7-j when the shaped member 7-p is retracted
It is attached so that it is opened by the body or gas. Or a tube
7-e (also a groove) and the size of the opening area of the hole 7-j
The reverse may be the case. In other words, the opening of this tube 7-e (also a groove)
There is a hole 7-j smaller than the mouth area, and this tube 7-e (or
), There are valves 7-f and 7-fb. This valve is
When the ston-like member 7-p is retracted, it is attached so as to open.
Be killed. Further, as shown in FIG.
A spring (elastic body such as spring or rubber or magnet) 9-c
And the piston-like member 7-p is moved by gravity.
In some cases, the fixed pin 7 may be pushed out of the cylinder.
You. The characteristics of the valves 7-f and 7-fb and the pin of the cylinder 7-a
Opposite sides of the ston-shaped member 7-p (piston-shaped part
Pipe 7- which connects the end of the area where the material 7-p slides)
e The movement of the fixed pin tip 7-w is controlled by the groove.
In the direction of entering the cylinder 7-a
Is delayed. Thereby, the fixed pin tip 7-w is
When seismic force acts, it immediately enters the cylinder 7-a, and seismic force
It is difficult to get out while working. This piston-like part
The rising and falling speed of the fixing pin 7 with the material 7-p is
The opposite side of this cylinder 7-a across the piston-like member 7-p
(End and end of the range in which the piston-like member 7-p slides)
And the groove connecting the pipe 7-e and the piston-like member 7-p
It is set by the ratio of the cross-sectional area with the opened hole 7-j,
As soon as the fixing pin 7 enters the cylinder, the cylinder 7-a
When you leave, you can slow it down.
By using together with the lock valve as shown in (a),
Can be pact. In FIG. 244, this delay device
It is seismically isolated that the installation position of the
For structure 1 or structure 2 supporting the seismically isolated structure
Means that it can be attached (all figures from FIG. 1)
"/" Means "or"
It is. ). Claim 168. The pneumatic cylinder delay
It is the invention of the vessel. The present invention slides with the cylinder 7-a.
It is composed of a piston-like member 7-p.
Piston-like member 7 that slides without leaking gas, etc.
-P is inserted into the cylinder 7-a, and a piston
The tip of the member 7-p protrudes, and the cylinder 7-a
Body enters hole 7-jo from tube 7-a and into tube 7-a
A hole 7-ji is provided.
The valve that opens when gas exits from the valve and closes otherwise
-F, plus gravity and sometimes
9-a spring, rubber, magnet, etc. placed in the cylinder 7-a
c pushes the piston-shaped member 7-p out of the cylinder 7-a.
In some cases, the valve 7-f and the gas
By narrowing the opening area of the hole entering the cylinder 7-a,
The piston-shaped member 7-p moves in a direction to enter the cylinder 7-a.
Quick and delayed in the exit direction. Place for fixing device
In this case, the piston-like member 7-p of the delay unit is fixedly mounted.
Or the actuator of the fixing device
(See FIG. 256) or the piston of this delay
The member 7-p is connected to the lock member 11 of the fixing device and the earthquake sensor.
The weight 20 or the seismic
Operation of a motor or electromagnet, etc.
Connect with the member. Of relay interlocking operation type fixing device
In this case, the piston-like member 7-p of the delay
-Lock member 11 of interlocking operation type fixing device, earthquake sensor
-A weight 20 or an earthquake sensor that vibrates during an
Actuators such as motors or electromagnets that operate with
Interlocking mechanism with intermediate intermediate fixing device between or just before material
Relay between (Release)
And how to connect between loops, cables, rods, etc. 8
Puts the piston-like member 7-p into the cylinder 7-a of the delay device.
The pushing direction is set to the releasing direction of the lock member 11.
It is composed of 3) Mechanical type a) Escape wheel type The invention according to claim 169 is a mechanical delay device, wherein
Shows the type of using a car. This invention is an escape wheel
From 36-n, ankle 36-o and rack 36-c
The rack 36-c is moved to move the escape wheel 3
6-n to rotate the ankle 36-n.
o is for a certain direction with respect to the rotation of the escape wheel & pinion 36-n
There is no resistance.
-N is an ankle 36-o (specifically, this escape wheel
36-n teeth and two pawls 36-o of ankle 36-o
p and 36-q mesh with each other alternately,
-O can reciprocate around the fulcrum 36-r
It becomes a resistance and adjusts the speed of rotation.
And these mechanisms are connected via interlocking mechanisms such as gears.
Sometimes it is indirectly combined with this escape wheel
36-n and ankle 36-o and rack 36-c
Due to the nature of the mechanism, the rack 36-c will
Can move in one direction without resistance, but in the opposite direction
The speed of movement is delayed. Of the fixing device
In this case, the rack 36-c of the delay unit is connected to the fixing device.
A member that is provided on the operating part 7 or that is linked to the operating part 7 of the fixing device
Or the rack of this delay unit
Vibration during an earthquake with a lock member and an earthquake sensor amplitude device
Weights or motors driven by seismic sensors
Or it is connected to an operating member such as an electromagnet. relay
In the case of the interlocking type fixing device, the rack of this delay unit 3
6-c, the relay intermediate fixing device and the relay terminal fixing device
Weight of the lock member and the seismic sensor
Operation of a motor or electromagnet, etc.
Between the member and the interlocking mechanism of the relay intermediate fixing device immediately before
Relay cable (during release)
The connection between the bull and rod 8
The direction that can move without resistance is the direction in which the lock member comes off.
(Release direction). In FIG. 252,
Fixed to wire, rope, cable, rod, etc. 8,
Rack 36-c that slides freely on rack slide surface 36-cd
Is the gear 3 coaxial with the rotation shaft 36-i of the escape wheel & pinion 36-n.
The gear 36-d is engaged with the gear 36-d.
This rack 36-c is directly combined with the gear 36-e.
Although it may be possible, it is not
Sometimes it is better. Wire, rope, cable,
The gun is driven by the tensile or compressive force transmitted by the rod 8.
The wheel 36-n is a force in the rotational direction (in FIG.
Direction), the escape wheel & pinion 36-n has one tooth
When rotated one minute, the first pawl 36- of the ankle 36-o
p temporarily suppresses the rotation of the escape wheel & pinion 36-n and
The tank 36-o moves by receiving force from the escape wheel 36-n.
Next moment, the second claw 36-q is the escape wheel 36-n
At the same time as turning one tooth, the ankle 36-o is the reverse of the previous
Move in the direction to return to the initial state, and again the first claw 3
6-p stops rotation of escape wheel 36-n for one tooth
Such a mechanism. With such a mechanism, the escape wheel & pinion 36
−n is constantly applied in the rotational direction,
It can be released according to the set time, and this mechanism
Roll (in the rightward direction in FIG. 252) is not constrained.
The ropes, cables, rods, etc. 8
The force in the direction to release the lock (rightward in FIG. 252) is small.
Direction to re-insert the lock once released
(Left direction in FIG. 252) is transmitted with a resistance,
It has the effect of delaying. This escape wheel delay is fixed
Incorporation in the device and wire rope cable
There is a case where it is installed in the middle of the rod 8 or the like. FIG.
2 is the latter case. Note that in FIG.
The mounting position of the delay unit is halved because of seismic isolation
Structure 1 to support the structure to be isolated or the structure to be isolated
It means that it can be attached to the body 2. b) Ratchet type (weight type weight resistance type, water wheel type / windmill type)
FIG. 253 shows a mechanical delay unit according to claim 170 of the present invention.
The example of the ratchet type weight type weight resistance type is shown.
You. The gear 36-da is inclined at a different angle for each rotation direction.
Gears with worn teeth. For this gear 36-da,
Similarly, having teeth inclined at different angles for each direction of movement,
Rack 36-ca that slides freely on the rack 36-cd
Are combined. At this time, both teeth have large inclination.
The large surface and the small surface meet with the small surface
Are combined. The gear 36-da is
A bearing 36- having a shape in which the rolling shaft 36-i can slide freely.
il, rack 36-ca by its own weight
And the union. Therefore, the movement of the rack 36-ca
When the direction is the direction of the surface with a small inclination, this rotation
The shaft 36-i slides and the gear 36-da moves to the rack 36.
-Moves away from ca, rack moves without resistance
can do. On the other hand, the movement of the rack 36-ca
When the direction is the direction of the surface with a large inclination, the gear 36
-Da and the rack 36-ca mesh with each other, and the gear 36
-Da does not come off the rack 36-ca,
Movement is accompanied by resistance to rotate the gear 36-da
Becomes Due to the mechanism that provides this resistance, this method is heavy
Divided into volume type weight resistance type and water turbine type / wind turbine type viscous resistance type
You. The former is due to the weight of the gear 36-da, or a spring, etc.
Presses the gear 36-da against the rack 36-ca
And a type that gives resistance to rotation, the latter being a gear 36
Connected to -da coaxially or by an interlocking mechanism such as a gear
Water turbine (wind wind) immersed in viscous liquid (gas)
It is a type that gives resistance by a device such as a car). Also
The rack 36-ca is directly connected to the gear 3 as shown in FIG.
6-da may be combined, adjustment of rotation speed, etc.
Taking into account, it is not a direct but a transmission device such as another gear
In some cases, it is better to provide a structure. For fixed devices,
The rack 36-ca of the delay unit is connected to the operating unit 7 of the fixing device.
Or provided on a member linked to the operating part 7 of the fixing device
Or lock this delay rack with a locking device
Materials and weights that vibrate during an earthquake with the earthquake sensor amplitude device
Or a motor or electricity activated by an earthquake sensor
It is connected to an operating member such as a magnet. Relay interlocking operation
In the case of a mold fixing device, the rack 36-ca
-Lock member and ground of intermediate fixing device and relay terminal fixing device
Made by the weight of the seismic sensor amplitude device or the seismic sensor.
Actuating member such as moving motor or electromagnet or immediately before
Between the interlock mechanism of the relay intermediate fixing device (Relie
8) wire, rope, cable, rod, etc.
Has been continued. This wire rope cable lock
8 etc., the pulling force for releasing those fixing devices
Or when transmitting the compressive force, the installation direction of the delay
The direction to unlock the fixed pin is changed to the direction without resistance (Fig. 2
Locking of fixed pin once released
Again in the direction of higher resistance (right in FIG. 253).
Direction). By this
And wire, rope, cable, rod, etc. 8 are fixed
The device in the direction of unlocking the device receives much resistance.
Large force in the direction to re-enter the unlocked lock
This mechanism should be used as a delay
Can be. This ratchet type delay device is installed in a fixed device.
And wire rope / cable lock.
May be installed in the middle of 8 or the like. Figure 257
Item 170. Among the mechanical delay devices of the invention according to item 170, a ratchet type.
Water turbine / wind turbine viscous resistance type delay unit
This shows an embodiment in the case where the data is embedded. Different for each moving direction
Holding a rack 36-ca with teeth inclined at an angle,
The arm member 7-pm protruding from the fixing pin 7 has the member
A movable member 36-cb connected at the upper fulcrum 36-cc,
Gear 36 having teeth inclined at different angles for each rotation direction
da, a gear 36-d coaxial with the gear 36-da, and
The same as the water turbine (windmill) 36-w that meshes with the gear 36-d.
The fixed pin 7 and the water wheel (wind
The vehicle 36-w is configured to be linked. this
When the teeth of the rack 36-ca and the gear 36-da are both
Large and large slopes, and small and small slopes
Are combined to match. Watermill (windmill) 3
6-w is immersed in viscous liquid (gas),
When it does, it receives resistance due to its viscosity. During an earthquake
The lock member 11 is released and the fixing pin 7 is inserted into the insertion tube 7-.
When entering the inside of a, in conjunction with the arm member 7-pm
The movable member 36-cb also moves.
-Ca and the gear 36-da do not have the same tooth angle,
And the movable member 36-cb around the fulcrum 36-cc as the gear 3
By moving in a direction that does not receive the 6-da resistance,
The hook 36-ca does not rotate the gear 36-da. Follow
As the water turbine (windmill) 36-w linked with
No resistance is generated in the movement of the fixed pin 7. Once in the cylinder 7-a
The fixed pin 7 that has entered is fixed to the cylinder 7-a by a spring 9-c.
It begins to move under the force of being pushed out of the
In the case, the angle of the tooth between the rack 36-ca and the gear 36-da
And the movable member 36-cb is moved by its own weight.
Or by providing a spring, etc., by the action of the spring, etc.
By receiving a force in the direction meshing with the gear 36-da
The rack 36-ca rotates the gear 36-da,
As a result, the water turbine (windmill) 36-w linked with the
It rotates while receiving the resistance of a certain liquid (gas).
The resistance of the movement of the fixed pin 7 is generated. At this time, the gear 36-
Water turbine (windmill) according to the ratio between the diameter of d and the diameter of the gear 36-e
The rotation speed of 36-w is determined, and this is
−a
The delay time can be adjusted by setting. Ma
When moving the fixing pin 7, the viscous liquid in the device
(Gas) 7-ao, the fixing pin 7 enters the cylinder 7-a.
When the fixed pin 7 is moved,
There is a water turbine (windmill) 36-w through the passage 7-e from the part
Side, and the fixing pin 7 is pushed out of the cylinder 7-a.
At the same time, the same amount is reversed from the side with the water turbine (windmill) 36-w.
It returns to the inside of the cylinder 7-a through the passage 7-e. others
The fixing pin 7 is formed from a viscous liquid (gas) 7-ao.
Other than that provided by the water turbine (windmill) 36-w,
I do not get the opposition. With the above mechanism, the fixing pin
When entering the cylinder 7-a, there is no resistance.
When pushed out from 7-a, fixed because it receives resistance
The time required for the pins to move increases, and this mechanism is delayed.
It can be used as a device. For fixed devices, this
The arm member 7-pm of the delay device of FIG.
Or provided on a member linked to the operating part 7 of the fixing device
(FIG. 257) or the arm member 7-
pm, the locking member of the fixing device,
Weights or earthquake sensors
Connected to an operating member such as a moving motor or electromagnet.
Squirm. In the case of a relay interlocking fixed device, this
Arm member 7-pm, relay intermediate fixing device, relay end
Locking member of end fixing device and weight of seismic sensor amplitude device
Or a motor or electricity activated by an earthquake sensor
A series of actuating members such as magnets or the intermediate relay fixing device just before
Wire rope (during release) connecting to the moving mechanism
-Cables, rods, etc. 8 are connected. Further, FIG.
Is a case in which it is incorporated in the fixing device G. c) Gravity type FIG. 254 is a diagram illustrating a mechanical delay device according to claim 171.
Figure 2 shows a light gravity embodiment. Gear 36-d
Rack 36-c, which freely slides on the dock slide 36-cd,
And the rack slide 3 supported by the guide 36-cg.
6-slide with a rack on the surface, sliding freely on the cd
The members 36-cs are combined. You can adjust the weight
The weight 36-cw is connected to the slide member 36-cs.
The weight 36-cw is geared to the rack 36-c.
Via 36-d, for the direction of travel with its own weight
There is no resistance (in the direction of applying force),
Installed in such a way that it is resistant to the direction of movement.
You. The rack 36-c and the slide member 36-cs are
Combined directly with the gear 36-d as in the case of FIG.
However, considering the adjustment of the rotation speed, etc.
It is better to provide another transmission mechanism such as a gear between them
In some cases. In the case of a fixing device, this rack 36-c
Is provided on the operating portion 7 of the fixing device or the operating portion 7 of the fixing device is provided.
Provided on a member that is linked to the
The lock member of the fixing device and the seismic sensor amplitude device
Activated by weights or seismic sensors that vibrate during an earthquake
Between the motor and the operating member such as the electromagnet
Do it. In the case of a relay interlocking fixed device, this
36-c, relay intermediate fixing device, relay terminal fixing
The lock member of the device and the weight of the seismic sensor amplitude device or
Motors or electromagnets operated by earthquake sensors
Interlocking mechanism of the operating member of the relay or the intermediate relay fixing device just before
Wire, rope, and cable connecting (with release)
Bull rods 8 etc. are connected. This wire
8 cables, rods, etc. release their fixing devices.
When transmitting the tensile or compressive force to
The installation direction of the spreader should be the direction to unlock the fixing pin.
Release in the direction without resistance (rightward in FIG. 254).
The direction of re-locking the fixed pin
Direction (to the left in FIG. 254).
Place. This allows wire rope, cable,
The rod 8 is a force in a direction to release the lock of the fixing device.
To re-enter the unlocked lock without resistance
This mechanism has a large resistance to the
Can be used as This gravity delay is fixed
Incorporation in the device and wire rope cable
There is a case where it is installed in the middle of the rod 8 or the like. 4) Friction type FIGS. 247 to 251 show a friction type according to the invention of claim 172.
4 shows a delay unit. A piston 7-p is attached to the cylinder 7-a.
Is inserted and, in the case of a fixing device, this piston
The member 7-p as the operating part 7 of the fixing device or the fixing device
In conjunction with the operating part 7 of the
The ton-shaped member 7-p (the supporting point 7-z) is connected to the fixing device
Vibration at the time of the earthquake of the lock member 11 and the earthquake sensor amplitude device
Weight 20 or motor operated by seismic sensor
Or an operating member such as an electromagnet,
-In the case of an interlocking type fixing device, a relay intermediate fixing device
・ Locking member of relay terminal fixing device and earthquake sensor amplitude
Interlocking mechanism of the intermediate weight of the relay or the relay immediately before the device
Wire, rope, cable, rod, etc. 8
Is directly or with respect to the piston-shaped member 7-p.
Wire rope cable provided at the tip 7-w of the cylindrical member
Connected via support points 7-z of the cable rods 8 etc.
I have. FIG. 247 shows a wire for the piston member 7-p.
・ When ropes, cables, rods, etc. 8 are directly connected
FIG. 248 shows that the piston member 7-p is
Via support points 7-z of ropes, cables, rods, etc.
This is an example of connection. The inner surface or pipe of the cylinder 7-a
A surface member on the surface of the ston-shaped member 7-p or on both surfaces
36-u, and the piston-like member 7-p is
Tensile force from ear, rope, cable, rod, etc.
Or, when moving in the cylinder 7-a under a compressive force,
Receives different frictional resistance depending on the direction. Figure 249 is a fixie
Surface member 36-u is provided on the surface of the
If it is. This surface member 36-u has its own
When giving different resistance depending on the moving direction depending on the shape
And moved by a mechanism using spring, rubber, magnet, etc. 25
Different resistances may be applied depending on the direction. FIG.
0 to FIG. 251 are examples thereof, and FIG.
u has a gentle slope 36-ue and a steep slope 36-us,
The stone member 7-p comes into contact with the surface member 36-u.
To the displacement from the gentle slope 36-ue side
In case of displacement from the steep slope 36-us side.
This is a mechanism in which the resistance is lower than in the case. In FIG.
Is a surface material 36-um movable by a fulcrum 36-h,
・ It is pushed out by rubber, magnets, etc.
When it is opened, the spring, rubber, magnet 25, etc. are compressed and the face material 36-
um is pushed down, so from this side material 36-um side
Resistance is smaller in the case of displacement than in the opposite direction.
It is a mechanism that works. This allows wire rope
Cables, rods, etc. 8 unlock the locking device
Lock released once without receiving much resistance to directional force
Because it is greatly resisted by the force in the direction in which
Can be used as a delay device. This friction type
The delay device can be installed in a fixed device,
When installing in the middle of a rope, cable, rod, etc.
There is. 5) Path detour type FIG. 255 shows a path detour type delay unit according to the invention of claim 173.
An example is shown. A rotating mandrel 7-x is used as an axis on a cylinder 7-a.
The cylindrical piston-shaped member 7-pa that rotates freely is inserted.
Has been entered. In the case of a fixing device, this piston-like part
The material 7-pa is used as the operating part 7 of the fixing device or the
In conjunction with the actuating part 7 or the fixed
Of the fixing member 7-pa (the supporting point 7-z of the fixing member)
Vibration at the time of the earthquake of the lock member 11 and the earthquake sensor amplitude device
Weight 20 or motor operated by seismic sensor
Or an operating member such as an electromagnet,
-In the case of the interlocking operation type fixing device, in the example of FIG.
Interlocked by a piston-like member 7-pa and a rotating mandrel 7-x
7-pb is a relay intermediate fixing device and a relay terminal fixing device.
The weight of the locking member of the
Is a wire connecting the interlock mechanism of the intermediate relay fixing device just before.
8 such as ear rope, cable, rod, etc. and member 7-p
b via a support point 7-z provided at the tip of
ing. This wire, rope, cable, rod, etc. 8
Is attached to the piston-like member 7-pa or the rotating mandrel 7-x.
In some cases, it is directly connected. Piston-like member 7-p
On the surface of a, a linear portion 7-pk parallel to the moving direction is provided.
A curve portion 7-pl connecting both ends of the linear portion 7-pk and
A loop-shaped guide 7-pg consisting of
9-c to push in the direction of the piston-like member 7-pa.
The cylinder 7-pha into which the protruding pin 7-ph is inserted.
Are provided respectively. Pin 7-ph is a piston
Guide 7-pg engraved on the surface of the shaped member 7-pa
In the example of FIG. 255, the normal state (the piston-like member 7
-Pa is the most out of the cylinder) at point 7 on the guide.
-Pi. Wire, rope, cable during earthquake
Cable 8 transmits force in the direction to release the fixing pin.
In the example of FIG. 255, the piston-shaped member 7-pa is
It moves in a direction to enter the cylinder 7-a. At this time pin
7-ph resists the linear portion 7-pk of the guide 7-pg
The piston-like member 7-pa has entered the cylinder most
The state reaches the point 7-pj on the guide. At this point 7-pj
Here, the linear portion 7-pk of the guide 7-pg is a curved portion
It changes to 7-pl, but at this time the latter groove is better than the former
Is slightly deeper, and the action of 9-c such as a spring
The pin 7-ph changes from the linear portion 7-pk to the curved portion 7-pl.
, And never goes back. Piston-shaped part
The material 7-pa is placed in the cylinder 7-a from the deepest position.
9-c is pushed out of the cylinder 7-a.
7-ph fits into the curve 7-pl of the guide 7-pg
To guide pin 7-ph and guide 7-pg
Therefore, while rotating around the rotating mandrel 7-x, the guide 7-
on the linear part 7-pk via the curve part 7-pl of pg
To the first point 7-pl. Again, the latter is better than the former
Since the groove is slightly deeper, the spring 9-c
The pin 7-ph is straight from the curve 7-pl
It moves to the part 7-pk and does not go back.
At this time, the straight line of the guide 7-pg passing through the pin 7-ph
The distance difference between the part 7-pk and the curve part 7-pl and the curve part
The resistance due to the angle formed by the 7-pl
-A delay effect on the movement of pa out of the cylinder 7-a
give. This unlocks the locking device
The force in the direction is transmitted immediately without resistance and released once
The force in the direction of re-locking receives a large resistance
Because the transmission of that force can be delayed, this mechanism
Can be used as a delay device. This route detour type delay
The spreader is installed in the fixing device or as shown in FIG.
In the middle of wire, rope, cable, rod, etc.
May be installed. 6) Viscous resistance type FIG. 258 shows a viscous resistance type delay device according to the present invention.
An example is shown. In the case of a fixed device, the rack 36
-C is provided in the operating part 7 of the fixing device or the operation of the fixing device is performed.
Or a rack 36-c
Is fixed to the lock member 11 of the fixing device,
Weight 20 or an earthquake sensor that vibrates during an earthquake
Between the motor and an operating member such as an electromagnet
Or in the case of a relay interlocking fixed device,
In the rack 36-c, the relay intermediate fixing device and the relay terminal
Locking member of fixing device and weight of seismic sensor amplitude device
Or a motor or electromagnetic operated by a seismic sensor
Interlocking of a working member such as a stone or the intermediate relay fixing device just before
Wire, rope,
Cables and rods 8 are connected. FIG. 258 shows the fixed device.
This is an example of a case in which it is incorporated in
A rack 36- provided on an arm member 7-pm
c, gear 36-d, and a water turbine (windmill) 3 meshing therewith
6-w and the coaxial gear 36-e,
It is configured so that the water turbine (windmill) 36-w is interlocked.
You. A water turbine (windmill) 36-w is a viscous liquid (air
Is immersed in the body)
Receive resistance. Lock member 11 is released during an earthquake
When the fixed pin 7 enters the insertion tube 7-a, and
The fixing pin 7 that has entered the cylinder 7-a is moved by a spring 9-c.
When the fixing pin 7 is pushed out of the cylinder 7-a,
The arm member 7-pm and the rack 36-c move with the movement.
And a water turbine (windmill) 3 via gears 36-d and 36-e.
6-w rotates. Here the blades of a water turbine (windmill) 36-w
36-wa, which easily bends when subjected to resistance,
And a member 36-wb for supporting the blade 36-wa,
For the movement of the fixing pin 7 in the direction of being pushed out of the cylinder 7-a,
Regarding the rotation direction of the corresponding water turbine (windmill) 36-w,
Even if the root 36-wa receives resistance, it does not bend while supporting it.
Install in a location where Thereby, the water turbine (windmill) 36
−w is a shift in a direction in which the fixing pin 7 enters the cylinder 7-a.
For the rotation of the water turbine (windmill) 36-w corresponding to the motion,
The resistance is small because the blade 36-wa is bent by receiving the resistance.
And the direction in which the fixing pin 7 is pushed out of the cylinder 7-a.
The rotation of the water turbine (windmill) 36-w corresponding to the movement of
Means that the blade 36-wa is restrained by the support member 36-wb.
Receive a great deal of resistance. Due to this difference in resistance
When the fixing pin enters the cylinder 7-a,
The fixed pin is required for movement when pushed out from a
Use this mechanism as a delay device because the time will be longer
be able to. At this time, the diameter of the gear 36-d and the gear 36-
The rotation speed of the water turbine (windmill) 36-w is determined by the ratio to the diameter of e.
Is determined, and the resistance is determined by this speed
The delay time can be adjusted by setting this ratio.
it can. In addition, when the fixing pin 7 is moved,
Liquid (gas) 7-ao with
When going inside, only the volume that the fixed pin 7 moves
A water turbine (windmill) 36 from the inside of the cylinder 7-a through the passage 7-e
-W, and the fixing pin 7 is pushed from inside the cylinder 7-a.
When the water is discharged, the same amount is reversed.
Return from a certain side to the inside of the cylinder 7-a through the passage 7-e.
You. For this reason, the fixing pin 7 is made of a viscous liquid (gas) 7.
-Minutes from ao given by water turbine (windmill) 36-w
Other than that, there is no resistance. 7) A delay device using a sensor seismic isolation plate.
Mounted fixed device or damper combined seismic sensor amplitude
Seismic sensor amplitude device in equipment-equipped fixed device
Sensor seismic isolation plate where the weight slides (rolls and slides)
In the sensor seismic isolation plate,
Returning slope toward the center of the sir seismic isolation plate, detoured
By providing a return route (detour), an earthquake sensor
-Delay the return of the amplitude device's weight (ball) to the center.
Fixed type equipped with an earthquake sensor amplitude device
Equipped with fixed device or damper and seismic sensor amplitude device
Fixing device and seismic isolation structure by it. FIG.
217 show some of the embodiments. Claim
The invention described in Item 174-2 is an apparatus for measuring an amplitude of an earthquake sensor.
Fixing device or seismic sensor amplitude device combined with damper
The weight of the seismic sensor amplitude device
Slip on the sensor seismic isolation plate that slides (rolls and slides)
The sensor in the center of the recessed seismic isolation plate (center sensor
-The surface where the horizontal level has dropped once beyond the peak of the seismic isolation plate)
And return from that surface to the center of the sensor seismic isolation plate.
There is a return route (road) with a slope,
Delay the return of the weight (ball) of the vibration sensor amplitude device
The weight of the seismic sensor amplitude device
(Ball) delays the return of the sensor to the center of the seismic isolation plate
Fixed type equipped with an earthquake sensor amplitude device
Equipped with fixed device or damper and seismic sensor amplitude device
Fixing device and seismic isolation structure by it. FIG.
6, FIG. 217 (a) and FIG. 217 (b)
Some. In FIG. 216, the seismic sensor amplitude device
Sliding (sliding / rolling) the weight 20 (ball 20-b)
Concave shape such as spherical surface, mortar or cylindrical trough, V-shaped trough
Of the sensor seismic isolation plates 36-vm with sliding surfaces, medium
Central sensor Isolation plate 36-Once horizontal level exceeds vmc
Surface (hereinafter referred to as the outer peripheral sensor seismic isolation plate)
36-vmo, its outer peripheral sensor seismic isolation plate
vmo, the center of the sensor seismic isolation plate 36-vm (usually
Return route (road) 3 with a return gradient toward (location)
6-vmr, the earthquake sensor amplitude device
This is an embodiment in which the return of the weight 20 (sphere 20-b) is delayed.
You. In particular, in FIG. 216, the outer peripheral sensor seismic isolation plate 36-
vmo is repeated several times to form an annular mountain
Return with a return slope towards the center (normal position)
Return on the 36-vmr after the ring mountain
Change the positional relationship of the mouth 36-vmri for each ring mountain,
The return route (road) 36-vmr is made longer.
FIG. 217 (a) and FIG. 217 (b)
This is an addition of the invention described in Item 174-3. Claim
The invention described in 174-3 is provided with an earthquake sensor amplitude device
Die fixing device or damper combined seismic sensor amplitude device
Weight of seismic sensor amplitude device in fixed fixture
Slip on the sensor seismic isolation plate that slides (rolls and slides)
To the center (normal position)
Towards the center (normal position) of the formed sensor seismic isolation plate
And make a spiral mountain with a mountain or valley (groove)
Forms a valley, along the spiral mountain or valley,
Return loop with return slope towards center (normal position)
(Road), the earthquake sensor amplitude device
Delaying the return of the weight (ball) to the center
A fixed device equipped with an earthquake sensor amplitude device,
Is a fixed device equipped with a damper and seismic sensor amplitude device,
It is also a seismic isolation structure. FIG. 217 (a), FIG.
217 (b) shows some of the embodiments. Figure
In 217 (a), toward the center (normal position), the whole
The sensor seismic isolation plate 36-vm with a concave shape
And the center of the sensor seismic isolation plate 36-vm (normal position)
A groove 36-vmr is provided in a spiral shape toward
Return route (road) with a return gradient toward
36-vmr, return route (road) 36-v
mr is made longer. In FIG. 217 (b), the center
A concave shape was formed as a whole toward the part (normal position)
In the sensor seismic isolation plate 36-vm, the sensor seismic isolation plate 3
Spiral mountain towards 6-vm center (normal position)
To form a spiral mountain, along the spiral mountain shape,
Return route with return gradient towards (normal position)
(Road) 36-vmr is provided, and the return route (Road) 36-v is provided.
mr is made longer. Also, the shape of the spiral mountain
And the inside is loose (eg 1/30 to 1/50), the outside is
Tight (eg, 1/1)
Similarly, the inside is loose, the outside is tight, and the weight 20 (ball
It is also an advantageous method to prevent 20-b) from returning immediately.
It is. This invention is different from 1) to 6) above,
Delays the return of the weight itself of the sensor amplitude device
And 8.1.2.2.5. Also used for (lock) valve type
It is possible, and the amplitude device of the seismic sensor that also serves as the damper
It is particularly useful for mounted fixtures. I mean,
For a fixed device equipped with an earthquake sensor amplitude device that also serves as a damper
If necessary, return the fixing pin or the piston-like member of the connecting member.
Piston shape because it is necessary to give a damper effect quickly
The mechanism is such that the members quickly return to the normal position.
The sensor weight returns to the normal position (center) and the valve closes
Seismic isolation suddenly brakes when locked
Such an earthquake sensor amplitude device
It was desired to have a device that delayed the return of the weight itself.
(1) to 6) above are difficult). 8.6. FIGS. 220 to 221 show the shape of the fixing pin insertion portion and the shape of the fixing pin.
FIG. 222 to FIG. 223 and FIG.
226 and 227 of the invention of claim 197 are described in claim 197.
228, 229, and 231 of the invention of claim 1
FIG. 230 of the invention described in Item 98 is shown in Item 199.
FIG. 232 of the invention according to claim 200
233 to 236 are claims 201 to 202.
The shape of the fixing pin insertion part and the fixing pin
3 shows an example of a shape. Claim 203 is Claim
95 to 100, 103 to 10
Claim 9, Claim 111 to Claim 124, Claim 140
Claims-146, 148-156
The fixing device according to any one of the above,
The shape of the insertion portion and the shape of the fixing pin are in claim 195 to claim 195.
Item 202 or any of the following
The fixing device is a feature. After the earthquake, fixed pins etc.
Not always return to pre-earthquake stopping point due to retaining displacement
No. Therefore, even if the fixing pin stops at another position,
So that the structure 1 to be fixed can be fixed.
The shape has a wider range than the stop point before the earthquake (the residual displacement
Catching (fixing) the fixing pin in the
And can also fix the fixing pin naturally before the earthquake stop
It is necessary to devise ways to return to points. In other words, the stop before the earthquake
Friction in a range wider than the stop point (range where residual displacement occurs)
Shape, a shape with many irregularities, and
Make a concave shape such as a mortar, and fix the fixing pin to the stop point before the earthquake.
It is necessary to devise to return to. Claim 195
The shape of the fixing pin insertion portion of the above-mentioned invention is as follows.
(1) (2) (3) (4). The example is
These are shown in FIGS. 220 to 221, respectively. (1) Spherical surface FIG. 220 (a) shows that the insertion portion 7-v of the fixing pin 7 is spherical.
Is the case. (2) Mortar FIG. 220 (b) shows that the insertion portion 7-v of the fixing pin 7 is a mortar.
Is the case. (3) Uneven shape FIG. 221 (a) shows that the fixing pin insertion portion 7-v has a fixing pin.
Uneven shape over a wider range than the stop position before the earthquake
Is the case. (4) Oblique step-shaped mortar Fig. 221 (b) shows that the insertion portion 7-v of the fixing pin 7 is
When the whole shape is conical mortar
It is. In the above configurations (1) to (4), the fixing pin 7
The inserted portion 7-v is isolated from the structure 1 to be isolated.
When attached to the structure 2 that supports the structure
Is an embodiment of the present invention, but the relationship may be reversed. Also,
In the case of the spherical type (1) and the mortar type (2),
It is possible to use it as a gravity restoring seismic isolation device,
8.1.2.2.3. Equipped with earthquake sensor (amplitude) device
By using the self-restoring type fixing device, the fixing pin
Can be returned to the stop position before the earthquake. Contract
196. The fixing pin insertion portion according to claim 196, wherein
The following (5) and (6) are mentioned. The example is
222 to 223 and FIG. 225, respectively.
You. (5) The concave and convex shapes are reversed FIGS. 222 (a) and 222 (b) show the insertion of the fixing pin 7
The portion 7-v has a convex shape, and the tip of the fixing pin 7 has a concave shape.
If you are. FIG. 222 (a) shows that the convex shape is sharp.
In FIG. 222 (b), the convex corners are rounded and rounded.
It is when it is getting worse. FIG. 223 (a), FIG. 223
(B) is a fixing pin of FIGS. 222 (a) and 222 (b).
Shape and the fixed pin insertion part is
If the surface is uneven in a wider area than the previous stop position
It is. FIG. 223 (a) shows that the convex shape of the fixing pin is sharp.
223 (b), the convex shape of the fixing pin is sharp.
And the insertion portion 7-v has an uneven shape and is generally conical.
This is the case in a mortar shape. (6) Fixing pin is arm type FIGS. 224 and 225 show a fixing pin having a bent arm type.
If you are. The fixing pin 7 is located at the insertion portion 7-v side.
At the opposite end, can be rotated by the rotary shaft insert 7-x
The fixed pin tip is attached to this rotating shaft 7-
It rotates around x and is inserted into the insertion portion 7-v. Fixed
The opposite end of the insertion portion 7-v of the pin 7 is
Structure on the opposite side of the installed structure
When this insertion part is provided in the structure 1,
Structure 2 to support the seismically isolated structure
If it is provided on the structure 2 to be held,
Insert into the rotating shaft insertion part 7-x of the structure 1) in a rotatable form.
It is inserted and attached. FIG. 224 shows this fixing pin.
The insertion portion 7-v has a concave shape, and the fixing pin 7 has a convex shape.
FIG. 225 shows the reverse, the insertion portion 7 of the fixing pin.
-V is convex and fixing pin 7 is concave.
is there. 197. The fixing pin insertion portion according to claim 197.
The following (7) is given as the shape and the shape of the fixing pin.
Can be The examples are shown in FIGS. 226 and 227, respectively.
It is shown. (7) Upper and lower fixed pin lock type FIGS. 226 and 227 show upper and lower fixed pins and a lower fixed pin.
The fixed pin goes up, the fixed pin on the top goes down and meshes
By this, the structure 1 to be seismically isolated is fixed. Also,
When the fixed pin goes down and the upper fixing pin goes up, the fixing is released.
It is. FIG. 226 shows that the upper and lower fixing pins move up and down,
It is a type that engages and locks. FIG. 227 corresponds to FIG.
The upper and lower fixing pins move up and down,
It is a type that fits and locks. Claims 198 to 19
Item 9. Shape and shape of the fixing pin insertion portion according to the invention described in Item 9.
The following (8) can be given as an example of the shape. Its implementation
Examples are shown in FIGS. 228, 229, 230, and 23, respectively.
It is shown in FIG. (8) Upper and lower fixed pin intermediate sliding portion sandwiching type FIGS.
FIG. 230 shows an embodiment of the present invention.
1 shows an embodiment of the invention. FIG. 228 to FIG.
The lower fixing pin moves up and down,
To lock the seismic isolation device. Pin fixed up and down
When locking, the lower fixing pin rises and the upper fixing pin
The pin lowers, locks the middle sliding part, and is isolated.
The structure 1 and the structure 2 supporting the structure to be seismically isolated
Fix it. When releasing, the lower fixing pin goes down and the upper fixing
The pin rises and the lock is released. 1) FIG. 228 shows that the upper and lower fixing pins 7 move up and down.
And a rolling intermediate sliding portion such as a roller ball 5-e
And lock it up and down. Specifically,
49, FIG. 81, FIG. 83, FIG. 84, FIG. 86 to FIG.
1 to 96, FIG. 102, etc., upper seismic isolation plate 3-a, lower seismic isolation
An intermediate sliding portion such as a ball 5-e at the center of the plate 3-b is sandwiched.
The fixed pin insertion part 7-v is provided
And insert the intermediate sliding part such as ball 5-e with the upper and lower fixing pins 7.
The upper seismic isolation plate 3-a and the lower seismic isolation plate 3
−b can be fixed. 2) FIG. 229 shows that the upper and lower fixing pins 7 move up and down,
(Maintenance of intermediate sliding parts such as rollers and balls with cages
(Opened in the holder)
The upper and lower fixing pins are restrained by the intermediate sliding part (retainer)
7 with horizontal movement restrained and seismically isolated
The structure 2 supporting the structure to be formed is fixed. concrete
The upper seismic isolation shown in Figs. 79-80, 82, 85, etc.
Fixing pins are inserted into the center of the plate 3-a and lower seismic isolation plate 3-b
Part 7-v is provided, the fixing pin 7 is inserted, and the retainer 5-g is
(Retention of intermediate sliding parts such as rolled roller balls 5-e
At the center of the insertion section (opened to the container),
The fixed pins 7 overlap each other, and the intermediate sliding portion (cage
The horizontal movement of the upper and lower fixed pins 7 is restricted by the restriction of 5-g).
The upper seismic isolation plate 3-a and the lower seismic isolation plate 3-b are fixed.
It is possible to make it. 3) FIG. 231 shows that the upper and lower fixing pins 7 are
Pin 7 goes up, the upper fixing pin 7 goes down,
7 is inserted into the intermediate sliding portion 6 so that
The sliding part 6 is locked and seismically isolated from the structure 1 to be seismically isolated.
To fix the structure 2 that supports the structure. Solution
At the time of removal, the lower fixing pin 7 goes down, and the upper fixing pin 7 goes up.
It is a type to release the lock. Specifically, FIG.
8, FIG. 102, FIGS. 103 to 104, FIG. 105, FIG.
6 to FIG. 107, FIG. 108 to FIG.
-A, fixed pin insertion portion 7 in the center of lower seismic isolation plate 3-b
-V is provided, the fixing pin 7 is inserted, and the intermediate sliding portion 6 is inserted.
When the upper and lower fixing pins 7 are inserted into the position 7-v,
The horizontal movement of the fixed pin 7 is restrained, so that the upper part is isolated
Dish 3-a and lower seismic isolation plate 3-b can be fixed
become. Also, FIG. 89 shows the device of FIGS. 230 and 231.
Locking becomes possible with the combination. 4) FIG. 230 shows an embodiment of the invention according to claim 199.
198. The upper fixing pin and the lower fixing pin according to claim 198.
Of the fixing device with an intermediate sliding section between
Between the fixed pin and the intermediate slide
It has a retainer, and a fixing pin is inserted into the insertion part of this retainer.
It is configured to be locked. In FIG. 230
Has upper and lower fixing pins 7 and lower fixing pins 7
And insert it into the insertion part of the upper cage, and at the same time,
7 is lowered and inserted into the insertion part of the lower cage.
Locks the cage and is seismically isolated with the structure 1 to be seismically isolated
The structure 2 that supports the structure is fixed. Release
At the time, the lower fixing pin 7 goes down, and the upper fixing pin 7 goes up.
It is a type that releases the lock. Of course, only the bottom and top
It may be a holder. Specifically, the upper seismic isolation shown in Fig. 90 etc.
Insert part 7-v at the center of plate 3-a, lower seismic isolation plate 3-b
Is provided, the fixing pin 7 is inserted, and the upper and lower retainers 5-g are also connected.
Of the intermediate sliding part of the roller ball 5-e
The upper and lower fixing pins are
7 and the intermediate sliding portions of the upper and lower retainers 5-g.
The upper seismic isolation plate 3-a and the lower seismic isolation plate 3-
b can be fixed. 228 to 23
One advantage is that it can be used for double seismic isolation
And, by making the seismic isolation plate double, its size is single
Can be reduced to almost half of the case
The size of the concave shape such as a mortar to deal with displacement
That is almost half. In addition, raise and lower the fixing pin
The movable dimension of each fixed pin
Method is small, for example, it can be operated with batteries.
Even if you do, you can reduce the burden,
Even in the case of operating with only seismic force, the operation in case of a small earthquake
Can be facilitated. Also, the upper and lower fixed pins in (7)
Unlock type, (8) the upper and lower fixed pin intermediate sliding part sandwich type
They are divided into seismic operation type and wind operation type. earthquake
The actuation type is usually set with a fixed pin (=
The upper and lower fixing pins are simultaneously pulled out during an earthquake.
It is a type that is released and released.
The upper and lower fixing pins are inserted simultaneously and the fixing pins are set.
Type. The fixing pin insertion according to claim 200.
The shape of the entrance and the shape of the fixing pin are as follows (9)
An example is shown in FIG. (9) Locking type of fixed pin sliding part With the same mechanism as the device of FIG.
Of course, it is possible. With the upper or lower fixed pin 7, slide
The part 5 and the intermediate sliding part 6 are fixed, and the seismically isolated structure 1 and
It fixes the structure 2 that supports the structure to be isolated.
is there. When releasing, the fixing pin 7 is pulled out to release the fixing.
You. Specifically, the seismic isolation plate 3 shown in FIGS.
A fixing pin insertion portion 7-v is provided at the center, and the fixing pin 7 is
Insert the sliding part 5 or the intermediate sliding part 6 into the insertion part 7-v position
The seismic isolation is achieved by inserting the fixing pin 7
The structure 1 supporting the seismically isolated structure and the structure 2
It is determined. Claims 201 to 202
Shape of fixed pin insertion part and shape of fixed pin
Examples thereof include the following (10). The example is
233 to 236, respectively. (10) Fixed pin recess type FIGS. 233 to 236 show a fixed pin or a ball 5-e.
The fixing pin insertion portion 7-v is concave with respect to the intermediate sliding portion such as
The fixing pin 7 or the intermediate sliding part
Locking is performed. FIG. 235 and FIG. 236
Shows an embodiment of the invention described in claim 201.
The fixing pin 7 itself does not move, and the insertion portion 7-v on the opposite side does not move.
The fixing pin is set (= locked /
Is determined). Also, this recessed insertion portion 7-v
Returns to the original position, and the fixing pin 7 is pushed out from the insertion portion.
And the lock is released. Insertion part 7-v and fixing pin 7
And one of them is in the structure 1 in which one is seismically isolated and the other is
To be provided on the structure 2 that supports the structure to be isolated
It consists of. FIG. 233 and FIG.
2 shows an embodiment of the invention described in item 2. Seismically isolated structure
Between the body 1 and the structure 2 supporting the seismically isolated structure,
Sliding type intermediate sliding part 6, or roller ball 5-
e, 5-f, etc., a rolling type intermediate sliding portion, or a retainer 5-
Roller balls 5-e, 5-f with g
The structure 1 to be seismically isolated and the structure to be seismically isolated
This intermediate slide on one or both of the supporting structures 2
The portion in contact with is an insertion portion 7-v. Intermediate sliding part
In contrast, the insertion portion 7-v is recessed to fix the intermediate sliding portion.
The seismically isolated structure 1 and the seismically isolated structure
Is fixed to the structure 2 that supports. Also dent insertion
The part 7-v returns to its original position and is fixed when the intermediate sliding part is pushed out.
Is released. 233 and 234 show the present invention.
To support the seismically isolated structure 1 and the seismically isolated structure.
The figure shows a case where both sides of the structure 2 have insertion parts.
You. FIG. 233 shows the ball 5 before the insertion portion 7-v is dented.
e is in a rollable state, and FIG.
v is depressed to prevent rolling of ball 5-e,
Is to lock. Specifically, the upper part of FIG.
At the center of both the side seismic isolation plate 3-a and the lower seismic isolation plate 3-b,
A fixed pin insertion portion 7-v is provided to provide an intermediate
The insertion portion 7-v is recessed with respect to the
The structure 1 to be seismically isolated and the structure to be seismically isolated
The structure 2 supporting the structure is fixed. Also recessed
The insertion portion 7-v returns to its original position, and the intermediate sliding portion is pushed from the insertion portion.
When released, the fix is released. The above (1) to (1)
0) Fixing device, etc., prevents pull-out to suppress pull-out force
More effective when used in combination with the device. 8.7. Central dent-shaped wind sway control device for seismic isolation plates
8.7.1. A device for suppressing wind sway, etc., in the form of a hollow at the center of a seismic isolation plate.
Japanese Patent No. 2575283 and seismic isolation recovery device (gravity recovery
Original seismic isolation device, sliding bearing), seismic isolation device (seismic isolation device, sliding)
Support), and 4. Double (or more than double) license
For the seismic isolator / sliding bearing,
The central part is in the form of a sliding part, an intermediate sliding part, and a ball roller.
Shape and reentrant shape, concave (recessed)
It consists of having a seismic isolation plate made of
It is a seismic isolation device and a sliding bearing
U). The invention according to claim 205 counters shaking such as wind.
It has a concave shape so that it can be
The invention described in claim 206 has a
It is a seismic isolation structure. The effect is to prevent wind sway.
You. Generally, in rolling-type seismic isolation, it is important to prevent wind sway.
The biggest issue is that the bite support is on the sliding surface of the seismic isolation plate.
Ball or roller in the middle of the section
Into the ball or roller.
Depressed (recessed) with curvature shape, relatively simple
The method has a large wind sway suppression effect, and the inclination angle
Larger (semi-isolated dish), smaller radius of curvature
Compared to methods such as a quake (spherical seismic isolation plate).
Excellent person who does not reduce seismic isolation performance when the device is activated
Is the law. Here, the seismic isolation performance during an earthquake is described.
For example, in the event of an earthquake, the middle slip section, ball or
There is a concern that rollers may enter, but in fact,
Because it moves in all directions, the case passing through the center is not so much
not many. Especially when the diameter of the central recess is small,
The rate is small and seismic isolation performance is unlikely to decrease. That
Once it starts moving during an earthquake, high seismic isolation performance can be maintained. Figure
95 is the case of the mortar-shaped double seismic isolation plate type of the present invention.
Example (hereinafter referred to as "bite-shaped mortar-shaped double seismic isolation plate-type bearing"
96), and FIG. 96 shows a flat and spherical double seismic isolation plate type.
In the example shown in FIG.
a and the lower seismic isolation plate 3-b, the curvature shape of the ball 5-e
This is an embodiment in the case where there is a depression 35 which is depressed (recessed) with.
You. The above is the case of a double seismic isolation plate.
Seismic isolation recovery described in 44024 and Patent 2575283
Original device (gravity restoration type seismic isolation device, sliding bearing), seismic isolation device
(Seismic isolation device and sliding bearing)
115, etc., the sliding part 5 or the intermediate sliding part 6 and the seismic isolation plate 3
In the seismic isolation device type consisting of
Sliding part 5 or intermediate sliding part 6 and ball 5-e or roller
It is considered to be depressed (depressed) with the same curvature shape of 5-f
Can be FIG. 97 shows the embodiment, in which the seismic isolation plate 3 slides.
On the surface, there is a depression 35 depressed by the curvature shape of the sliding portion 5.
This is an example of the case. In addition, make a depression on the sliding surface of the seismic isolation plate.
The size of the shape (recessed) should be given by the following formula
Is possible. Part of the sliding surface of the seismic isolation plate in a ball or circle
K = M (mass of seismically isolated structure) x
G (Gravity acceleration) / R (Sliding part or intermediate sliding part and ball)
Or the radius of the roller) and the sliding surface of the seismic isolation plate
L is defined as half of the depressed size of the part,
Set the number to N (balanced to avoid eccentricity
K × L × N + frictional force (seismic isolation
Friction between the bearing and the sliding bearing)
If the pressure is greater than the large wind pressure,
Absent. Use this as a guide and dent it on the sliding surface of the seismic isolation plate
The dimensions of the (depressed) shape are determined. Or that
The pit is switched to the sliding surface of the seismic isolation plate.
The turning angle θ determines the maximum resistance value. Maximum resistance value
Is the mass of the seismically isolated structure x sinθ · cosθ ≒ t
It is determined by anθ ≒ θ (radian). This expression is
Can be used even if the shape of the hollow is
You. Also, of course, the ball between the seismic isolation plates
Need not be depressed (recessed) by the curvature of the roller
Dents in the shape of a ball or roller
(Depress). (1) For seismic isolation devices and sliding bearings consisting of seismic isolation plates and sliding parts
Calculation of horizontal force resistance in ball or roller as an example of claim 204
Of the seismic isolation plate 3
A recess 35 formed in the sliding surface portion in the shape of the sliding portion 5
Consider a seismic isolation device / sliding bearing provided with. Sliding part
5 shows a vertical load M × G (gravity
When acceleration (acceleration) is applied, the sliding portion 5
The condition for escape from the sliding surface of the seismic isolation plate 3 is
The slope of the curved surface of the depression 35 at the boundary between the
When tan θ, Q × cos θ> M × G × sin θ
From the + frictional force, Q> M × G × tan θ + frictional force.
Assuming that the friction coefficient is μ, this equation is as follows: Q> M × G × (tan
θ + μ). The above is the shape of the hollow 35 (mortar shape,
Irrespective of spherical shape). In addition, this sliding part 5
The shape of the depression 35 depressed by the shape becomes a sphere or a circle.
In this case, the radius of curvature is R, and the boundary between the depression 35 and the sliding surface is
When the radius of the circle drawn by is L, the sliding surface of the depression 35
If the gradient tanθ is somewhat small, tanθ ≒ sin
Since θ = L / R, the condition at this time is Q
> M × G × L / R + frictional force. This equation is calculated by
If you write using it, Q> K × L + frictional force,
The number of installations is N (balance is good so that the device is not eccentric)
Q> K × L × N + frictional force
, Which is consistent with the preceding paragraph. From the above, seismic isolation
Horizontal force Q is greater than the maximum wind pressure on the structure
By defining tan θ or K and L as follows:
This seismically isolated structure will not move due to wind pressure
can do. As for friction force,
In some cases, it is better not to add to the calculation. (2) Double (or more than double) seismic isolation plate type seismic isolation device
Calculation of horizontal force resistance in bearings 1) In case of dent on one side only Ball and roller sliding part and upper and lower seismic isolation plates
And only one of the upper and lower seismic isolation plates
The double (mahou) provided with the depression depressed in the shape of the part
(Or more than double) seismic isolation plate type seismic isolation device, using sliding bearing
In the case, an intermediate slippage on the seismic isolation plate of the person without the bite
The horizontal force resistance is defined by the slip of the part. 2) In the case of a depression on both sides As an example of the invention according to Claim 204, a ball or a roller
-Sliding part 5 and upper seismic isolation plate 3-a and lower seismic isolation plate 3-b
And the base isolation plates 3-a and 3-b have
A recess 35 recessed in the shape of the recess 5 is provided.
Double (or more than double) seismic isolation plate type seismic isolation device / sliding bearing
think of. The sliding portion 5 functions as a rolling member,
It is considered that no lip or the like is performed. Water on upper seismic isolation plate 3-a
Vertical load M × G (gravitational acceleration) by flat force Q and mass M
When the sliding part 5 is added, the sliding part 5 is isolated from the depression 35
The condition for detaching to the sliding surface of the plate 3 is as follows.
Curved surface of depression 35 in side seismic isolation plate 3-a and lower seismic isolation plate 3-b
The gradient of the curved surface of the depression 35 at the contact point with
When the sliding surface 5 rolls without slipping
For example, the load condition at these two contact points is determined by
Are point-symmetric about the center of, and are the same as in (1).
Therefore, the above-described relational expression Q> M × G × t
anθ + frictional force can be used. Friction coefficient is μ
Then, this equation can be expressed as Q> M × G × (tan θ + μ).
You. The above question is about the shape of the depression 35 (such as a mortar, a spherical shape, etc.)
Just applicable. In addition, it is depressed by the shape of this sliding part 5
When the shape of the hollow 35 is spherical or circular, its curvature is half.
Let R be the diameter and half the circle drawn by the boundary between the depression 35 and the sliding surface.
When the diameter is L, Q> K × L × N + frictional force
Same as the previous section. From the above, seismically isolated structures
So that the horizontal force Q is greater than the maximum wind pressure
By setting tanθ or K and L,
That the shaken structure does not move due to wind pressure
Can be. The friction force was calculated due to instability.
In some cases, it is better not to add them. Also, any of the above
In the case of the above, the part that is insufficient for wind sway prevention is as follows.
7.3. There is also a method of supplementing by using together with the fixing device of
You. 8.7.2. Rolling and sliding bearings that take into account the pressure-resistant performance.
Depressed by the curvature of a ball or roller sliding on the surface
To make (depress) the heavy structure (bore
Heavy structure that can be entangled by a roller or roller
Body), the effect of increasing the pressure resistance of the sliding surface of the seismic isolation plate
Also have. Claim 207 is the pressure resistance of the sliding surface on the seismic isolation plate side.
This is an invention for improving performance. Contact area as it is
Pressure area, and the pressure resistance performance can be calculated. Conversely,
Calculate the required pressure area, that is, the contact area from the pressure performance, and
It is sufficient to obtain the included area (substantially the same as the contact area).
Claim 208 has the effect of improving the pressure resistance and the wind sway prevention.
This is an invention in the case of having the effect of the present invention. 8.7.
1. It is sufficient to calculate the above and the above calculation.
Filling, the part that is insufficient for wind sway prevention is as follows
8.7.3. The method of supplementing by using together with the fixing device of
is there. The invention described in claim 209 uses the same.
It is a seismic isolation structure in case of doing 8.7.3. Combined use with a fixing device
Combined use with devices (all wind sway prevention devices including the above)
To share the wind pressure and thus reduce the number of fixing devices.
Make it disappear. In particular, when using one fixing device (center of gravity, etc.)
The use is possible with one fixing device, seismic isolation by wind
Rotation of the structure (around the fixed pin)
The central dent-shaped wind sway suppression device without using
The seismic isolation performance is improved compared to the case where
Let Claim 210 is the invention. 8.8. Combined use of a mortar on the bottom spherical surface and other peripheral parts
8.8.1. Mortar on bottom spherical surface and other peripheral parts
Gravity restoration type (single seismic isolation plate or double (or double or more)
)) Seismic isolation plate) Recessed sliding of seismic isolation plate 3 of seismic isolation device and sliding bearing
As for the surface part, the residual displacement after the earthquake is small,
It is desirable to use a mortar that does not cause resonance because it does not have
No. However, considering the wind resistance, a mortar-shaped gradient
Need to be large, in which case,
Is difficult to isolate and has a mortar inclination
When passing through the center of the mortar,
(When sudden rise and fall)
And it is difficult to obtain a smooth seismic isolation. So, the bottom of the mortar
By making it spherical, it is possible to isolate small earthquakes,
Even during a large earthquake, the steep gradient change at the bottom of the mortar
By eliminating it, comfortable seismic isolation is performed. Claim 211
Item is the invention. A bowl-e
In the case of a configuration in which rolls (FIG. 91), the effect is particularly remarkable
The mortar-shaped seismic isolation plate has a spherical sliding surface.
Parts and intermediate sliding parts (Fig. 98)
There are fruits. Claim 212 is the invention of the preceding claim.
The spherical radius at the bottom of the mortar is the radius that resonates with the earthquake cycle.
Seismic isolation device characterized by being constructed in the vicinity
・ It is an invention of a sliding bearing, and its meaning is
The spherical radius at the bottom of the pot resonates with the seismic cycle.
To start seismic isolation from a small initial acceleration
Becomes In this way, the acceleration of the first slide is reduced
In addition, outside the range of this spherical surface, resonance is suppressed by a mortar.
It becomes possible. 8.8.2. Combined use of fixing device for micro-vibration at center of gravity
The structure vibrates in the spherical part even with a small wind,
Although the amplitude over a part is suppressed, it shakes. Therefore,
Fixed to prevent shaking due to micro vibration in the spherical part on the bottom
The device, in particular 8.2. Wind-operated fixing device
Is locked and unlocked during an earthquake)
One or more at or near the center of gravity of the seismically isolated structure
Use this together. Claim 213 is the invention. Ground
In the case of a configuration in which the ball 5-e rolls on the bowl-shaped seismic isolation plate (FIG. 9)
1) The effect is particularly remarkable.
Even in the case of a configuration in which the spherical intermediate sliding part slides (Fig. 98),
There are fruits. 8.9. Double (or more than double) seismic isolation plates
(1) Double seismic isolation plate seismic isolation device with concave seismic isolation plate, sliding support
Yes, the upper and lower seismic isolation plates are in contact at all times except during an earthquake, causing friction.
Double (or more than double) seismic isolation plate seismic isolation device
The use of sliding bearings (see 4.) reduces wind sway.
Bring. Claim 214 is the invention. Double
(Or more than double) seismic isolation plate seismic isolation device, sliding bearing and intermediate
Sliding part (rolling type intermediate sliding part or sliding type intermediate sliding
Part) and double (or more than double) seismic isolation
One or both of the seismic isolation device and the sliding bearing
Has a seismic isolation plate with a concave sliding surface (concave isolation plate).
Double (or more than double) seismic isolation plates so configured
In the seismic isolation device and sliding bearing, the middle sliding part is a concave seismic isolation
At the bottom of the dish (normal stop position except during an earthquake)
When settled, both concave upper and lower seismic isolation plates
The periphery other than the sliding surface touches (both sides
If they do not touch each other, make an edge around
T), friction is generated, and wind sway is dealt with.
When an earthquake of a certain magnitude or more occurs, the intermediate sliding part
However, if it is shifted from the bottom of the concave seismic isolation plate,
The plate rises and the upper and lower seismic isolation plates stop touching,
Friction that reduces seismic performance will not occur. FIG. 99 shows that
1 shows one embodiment of the invention. Recessed seismic isolation plate 3-
a, 3-b seismic isolation plate with seismic isolation device, sliding bearing and bo
And an intermediate sliding portion 5 e.
-E is located at the bottom of concave seismic isolation plates 3-a and 3-b.
When it stops (normal stop position), double up and down
Both edges of the shaking dishes 3-a and 3-b
Contact) to generate friction, wind sway, etc.
To deal with. When an earthquake of a certain magnitude or more occurs
The middle sliding part is shifted from the bottom of the concave seismic isolation plate.
The upper seismic isolation plate rises, and the upper and lower
And no friction occurs. Also, bite the contact surface
In some cases, the friction may be increased. In addition,
The double seismic isolation plate seismic isolation device and sliding bearing, bite bearing (8.
7. ) Can be used to connect the upper and lower seismic isolation plates.
It is possible to increase the friction and increase the friction
You. Claim 215 shows one embodiment of the invention.
are doing. In addition, use of this bite support (8.7.)
And the contact surfaces of the upper and lower double seismic isolation plates
Even if friction increases, once it starts moving during an earthquake,
The upper and lower double seismic isolation plates do not touch.
It is the same that friction does not occur. That is,
It is difficult to move easily, and once it starts moving during an earthquake, it is very
High seismic isolation performance is obtained. This is also used in combination with the fixing device.
Is more effective. In addition, the tightness provided by the contact surface
Minimizes dust entering the hollow at the center of the bite bearing
Becomes (2) Double seismic isolation plate with seismic isolation plate between flat sliding surfaces
Seismic isolation device / sliding bearing In addition, a double
Or double or more)
One side is depressed and the other protrudes,
It generates friction and generates resistance against wind sway and the like. this
The mechanism can be applied to contact surfaces other than the concave sliding surface of (1).
Conceivable. FIGS. 76 to 77 show an embodiment according to claim 216.
1 shows an embodiment of the invention. Seismic isolation between flat sliding surfaces
Double (or more than double) license with plates 3-a, 3-b
Part of each seismic isolation plate in the seismic isolation plate / sliding bearing
(The center part in the figure), one of the seismic isolation plates is concave 3-v,
One side has a convex portion 3-u and is configured to fit each other
Have been. The shapes of the convex portions 3-u and the concave portions 3-v are shown in FIG.
6 is spherical, and in FIG. 77 it is conical. This branch
The bearing is what should be called the "bite-in bearing" of the sliding bearing.
There is (8.7. Is a rolling support "bite-in support"),
Aside from seismic isolation performance, wind sway resistance was 8.7. "Food
As shown in the figure, it is determined by the inclination angle of the recess 3-v.
The slope at which the depression switches to the planar shape of the seismic isolation plate
The maximum resistance is given by the angle θ resulting from the difference
It is. The maximum resistance is the mass of the seismically isolated structure x tan
θ. This formula shows that the shape to be depressed (depressed)
Even a pot can be used. 8.10. Combined use of manual fixing device (1) Combined use of manual fixing device
Concave surface such as spherical surface and mortar of seismic isolation device
In the case of seismic isolation devices and sliding bearings with a shape gradient, etc.
Structure to be seismically isolated and structure to support the structure to be seismically isolated
And a fixing device for manually fixing in strong winds (hereinafter referred to as “manual
Mold fixing device). Also safe in strong winds
Is guaranteed, the spring constant of laminated rubber, etc.
Slope of concave shape such as mortar of seismic isolation sliding bearing
Some swaying in strong winds due to friction of bearing surfaces
Seismically isolated and seismically isolated structures, if any
A fixing device for manually fixing the structure supporting the
A book or a plurality of books are used together to prevent rocking. Claim 21
Item 7 is the invention. Specifically (safety in strong winds
In the case where it is guaranteed, such
Required), to increase the natural period to improve seismic isolation performance
As a result, vibrations in strong winds are inevitable.
When using a sliding bearing and a spring together, use a spherical or mortar
In the case of seismic isolation device such as a concave seismic isolation plate bearing
And manually insert the fixing pin 7 in a strong wind
-V or lock the actuating part of the fixing device
Structure that is seismically isolated by locking with a locking member
Fixing to fix the structure supporting the seismically isolated structure
High seismic isolation by using one or more devices
Performance can be realized, and swaying in strong winds can be suppressed. Also,
8.8. "The mortar of the spherical part on the bottom and other peripheral parts
As in the case of "Seismic isolation plate for combined use,"
Seismic isolation when using only a mortar in the periphery except the spherical part of
And the structure supporting the seismically isolated structure
One or more fixing devices to manually fix the
Shaking (including micro-vibration at the spherical part on the bottom)
Stop. (2) Automatic release fixed Use of a manual type fixing device Manually fixed in strong winds, but automatically released in case of earthquake
Together with the fixing device that is used to prevent rocking due to wind or the like.
Claim 218 is the invention. Claim 221
Is an invention of the specific device. Claim 97 or
Is a type equipped with an earthquake sensor (amplitude) device according to claim 98.
In the fixing device, when the wind is strong, the operating part of the fixing device
Is fixed by a lock member and the amplitude of the earthquake sensor during an earthquake
Finger from the vibrating weight of the device or from the seismic sensor
It is configured to release the lock by the lock member by the order
Automatic release fixing manual type fixing device characterized by being performed
It is a place. FIG. 181 shows a fixing pin type fixing device.
This is an embodiment of the present invention. About this device, 8.1.2.2.
In the description of 4.1), “The springs and the like 9-c have a mortar shape.
Fixing pin 7 is slowly inserted into concave insertion section 7-vm
Should be of the order of
The spring 9-c may lift the fixing pin 7.
Of course, there is also a form in the case of a coupling member valve type fixing device. This
These are arranged as appropriate to deal with wind sway. 8.11. Dealing with residual displacement after earthquake 8.11.1. Sliding to correct residual displacement of sliding seismic isolation device
For seismic isolation devices, in particular, correction of residual displacement after an earthquake
Was difficult. Claim 194 is an invention for solving the problem. this
The invention can, of course, also be used in rolling seismic isolation devices
Things. There is a groove on the friction surface of the seismic isolation plate for lubrication.
On the outside of the seismic isolation plate to allow lubricant to flow into its groove.
There is a hole, and after the earthquake, lubricant is poured from this hole,
Lubricate friction surfaces to facilitate correction of residual displacement after an earthquake
That is. As this lubricant, volatile liquid
Lubricants can create friction to combat wind sway.
It is especially effective for the sliding type seismic isolation device. 8.11.2. Gravity restoration type seismic isolation device, seismic isolation plate with sliding bearing
Shape of gravity-restoring seismic isolation device and concave sliding of seismic isolation plate in sliding bearing
The shape of the slope is mortar-shaped with little residual displacement after an earthquake.
Desirable, and in the case of a sliding seismic isolation device,
Flatten the bottom of the sliding surface and adjust the size of the flat
Sliding part, etc. is easy to return to the bottom, almost the same size as the
It is also necessary to devise ways to make it better. In addition, sliding type, rolling
It is also necessary to reduce the coefficient of friction for both
You. 8.1.2.2.2. And 8.1.2.2.3. Self
Motion restoration type, 8.1.2.3. Automatic control type, 8.2. of
In each case of wind-operated fixing devices, such seismic isolation
Device innovation becomes indispensable. 8.12. Combination of fixing devices, etc. to prevent wind sway
The problem with seismic isolation of homes is how to deal with wind sway. this problem
In contrast, the wind sway measures described so far are sufficient
Effect, but by combining them,
It has more than German effect. (1) Fixing device at the center of gravity and sliding bearing at the periphery
(And) Combined use with bite bearings Center of gravity of seismically isolated structure
Or a fixing device (8.1. Seismically operated fixing)
Device, 8.2. Wind-operated fixing device)
Friction generators such as sliding bearings and / or seismic isolation
A biting support (8.7.) Is placed around the periphery of the structure.
Thereby, it is possible to cope with wind sway. Claim 210
Claim 222 is the invention. This is three
Split. 1) Friction generating device (eg, sliding bearing) Fixing device should be installed at or near the center of gravity of the seismically isolated structure.
Sliding in at least one location and around the seismically isolated structure
A friction generating device such as a bearing is arranged. 2) Bite support At the center of gravity or near the center of the seismically isolated structure, a fixing device
(8.1. Seismically operated fixing device, 8.2. Wind operated fixing device
Equipment) in at least one location and around the seismically isolated structure
A bite support (8.7.) Is placed. 3) Friction generators and bite bearings Fixing devices at or near the center of gravity of the seismically isolated structure
(8.1. Seismically operated fixing device, 8.2. Wind operated fixing device
Device) and a friction generating device such as a sliding bearing
And bite bearings around the seismically isolated structure (8.
7. ). By doing so, we can deal with the wind sway
You. To explain the above 1), 2) and 3), slip support
Friction generating devices such as bearings and / or bite bearings (especially,
It is seismic isolation performance if it is only bitten mortar-shaped double seismic isolation plate type bearing)
Falls. Conversely, if only the fixing device is used,
Two or more devices are required to prevent rolling, and relays are linked.
Use of actuated fixing devices (see 8.3.3.)
However, this mechanism is not simple,
From the point of view, I would like to use one fixing device. So fixed
A friction generating device such as a sliding bearing or
B) Using both bite bearings and both sides apply the wind load at an appropriate ratio.
By sharing, friction generating devices such as sliding bearings
(And) bite bearings (especially bite-shaped mortar-shaped double seismic isolation
Seismic isolation performance can be improved compared to the case of only
Wear. In this case, since only one fixing device is required,
Maintenance is easy and simplification can be achieved. ※ Slip
Arrangement of friction generating devices such as bearings and / or bite bearings
About friction generating equipment such as sliding bearings to prevent wind sway
There are three or more locations that are not on the same straight line.
Placed at the center of gravity (Possible position: some error)
(The difference is acceptable) in the triangle formed by connecting the three devices
Arbitrary arrangement may be used if included. However, three places of friction generating equipment
Considering that the friction coefficient of
It is better to place the device as far away from the center of gravity as possible during an earthquake
Does not cause kinking. * Outside the center of gravity (possible position)
Proof that it can be arranged arbitrarily in three places on the side
The relationship between the friction generator and the position of the center of gravity
Support the beam at a support point (movable with respect to the support)
Model is assumed. (At this time, the friction
Number is more than other coefficients of friction (eg, rolling bearings)
Shall be large. This model is operated by receiving horizontal force perpendicular to the beam axis.
Considering the case of movement, first two support points are required for stability.
Required in some places and to prevent torsional motion
Must have the same coefficient of friction at each support point.
No. Then, when considering the case of being supported by two points,
If there is no center of gravity between the support points of the
A pulling force is generated at a point farther away. For this reason
Only if a pull-out prevention device is
This positional relationship is allowed. Therefore, support is always stable
And the condition that no torsional motion occurs
The center of gravity is between the holding points and the friction coefficient at the supporting points is the same
Case. When this relationship is applied to a plane,
The conditions for the arrangement of the rubbing generator should be at least three places that are not on the same straight line.
Above, connecting the center of gravity (possible position) with three devices
Arbitrary arrangement is allowed if included in possible triangles
It will be. However, the friction coefficient of each friction generator is not uniform.
Considering the case, each friction starts from the center of gravity (possible position).
The horizontal force should be kept as far as possible from the friction generator.
Can reduce the rotational moment when receiving
The torsional vibration can be suppressed. (2) Earthquake-operated fixing device at the center of gravity and wind-operated type around the center
Combined use with a fixing device
At least at one location and around the seismically isolated structure
At least one wind-actuated fixing device is placed. Earthquake
In the case of only the dynamic fixing device (8.1.), The center of gravity in wind
Because it is necessary to take countermeasures against rotation,
At least one wind-actuated fixing device (8.2.) Around the periphery
Combined. Claim 223 is the invention. (3) Earthquake-operated fixing device at the center of gravity and wind operation at the periphery
A mold generating device such as a mold fixing device and a sliding bearing, or
B) Combined use with bite bearings Earthquake actuated fixed
At least at one location and around the seismically isolated structure
At least one wind-actuated fixing device and friction of sliding bearings
Place the generator or / and bite-in bearing. earthquake
In the case of only the actuated fixing device (8.1.), The center of gravity in wind
It is necessary to take countermeasures against rotation on the shaft.
At least one wind-actuated fixing device (8.2.)
Friction generating device such as point and sliding bearing or (and) bite
Only use the bearing (8.7. 1.). Claim 224
Is the invention. (4) A fixing device at the center of gravity and a manual fixing device at the periphery
Fixing device at or near the center of gravity of the seismically isolated structure
(8.1. Seismically operated fixing device, 8.2. Wind operated fixing device
Equipment) in at least one location and around the seismically isolated structure
At least one manual fixing device (8.10.)
I do. If the wind starts to blow for the manual fixing device,
(If it starts to shake), the seismically isolated structure and the seismically isolated structure
A device for fixing the body supporting structure with electricity or the like from the room
Placement is also conceivable. Claim 225 is the invention. (5) Automatic release fixed manual type fixing device and automatic release automatic restoration
Combination with mold fixing device Regarding (4), 8.10. (2) Automatic release fixed manual type
If a fixing device is used, the automatic release fixing
160. The structure to be seismically isolated according to claim 159.
Fixing device installed at or near the center of gravity of 8.1.
Earthquake actuated fixing device, 8.2. Wind-operated fixing device)
In all cases, the sensitivity of the release of the fixing device is high
Device. In other words, the center of gravity of the
(8.1. Seismically operated fixing device, 8.
2. Wind-operated fixing device) is installed.
Automatic release fixing manual type fixing device that is easily released during an earthquake
(8.10 (2)) is installed at the peripheral position.
It is a seismic isolation structure characterized by being constituted.
As a result, this automatic release manual fixing device
Because the sensitivity is higher than the fixed device installed, the center of gravity during an earthquake
Torsion caused when the release of the fixing device installed in the head is delayed
The problem of moving is also eliminated. Claim 226 is the invention.
It is clear. (6) Combination of fixing device and rotation / twist prevention device Fixing device, 10.1. And rotation prevention device.
A structure supporting the structure to be shaken and a structure to be isolated
Characterized by being provided between
It is a seismic isolation structure. Minimize the number of fixing devices, preferably
In order to minimize the number of rotation and torsion prevention devices
The center of the structure that is seismically isolated from the fixing device
It is important to place the anti-shock device around the seismic isolated structure.
Good. Here, "the central part of the seismically isolated structure"
It is not the center of gravity of the structure to be isolated.
Minutes and, in some cases, the placement of rotation and torsion prevention devices.
Inside the periphery of the seismically isolated structure
(Close to the center of the structure). Say here
"The periphery of the seismically isolated structure" refers to the location of the fixing device.
Outside the seismically isolated structure (of the seismically isolated structure
Peripheral part) (see 10.2).
Claim 245 is the invention. (7) Arrangement of multiple non-interlocking fixing devices and rotation / torsion
Combined use with preventive device Not linked type (The linked type also increases stability, so of course
(Possible) multiple arrangements of fixing devices and 10.1. Rotation of
Simultaneous use of torsion prevention device and fixing device at the time of earthquake
Anxiety due to seismic isolation in the case of seismically activated fixing device
The rotation and torsion prevention device resolves the
Increase the safety of restraint. Because it is not a fixed type fixed equipment
Multiple installations to release the fixing device in the event of an earthquake.
Occurs, and the fixing device at a position other than the center of gravity
Remains even if it is twisted
・ Without torsional vibration and rotational movement caused by the torsion prevention device
The seismic isolated structure is fixed, and the
This is because seismic isolation starts smoothly with removal. Also wind
In the case of an actuated fixing device, the fixing device is fixed simultaneously in the wind
If not, and one or several are fixed and others are fixed
Prevents rotation and twisting due to wind and other instability when not present
Solution by device (see 10.3.1. (2) (3)
See). Claim 248 and claim 248-2 claim
It is an invention. Above, various sets of (1) to (7)
Combinations of combinations are of course also conceivable. 8.13. Seismic isolation lock for wind (Seismic isolation lock for steady strong wind areas)
8.13.1. Seismic isolation lock 1 for wind (for steady strong wind areas)
The invention according to claim 226-2 is based on claim 131.
143. The earthquake sensor of any one of claims 136.
In a fixed device equipped with a width device, the weight
In the exit / exit route (in the attached room),
The outlet / outlet path is
At the exit where the air is sucked in
Characterized in that it is configured to block the road
Fixed device equipped with an earthquake sensor amplitude device
It is called a fixed device equipped with a built-in valve type earthquake sensor amplitude device.
U). In the case of a lightweight structure such as a detached house,
If a seismic isolation occurs when an earthquake occurs,
Rather than relief from earthquake damage caused by seismic isolation
Therefore, the damage that is greatly shaken by the wind is often larger.
No. The weight suction type valve method according to claim 226-2.
A fixed device equipped with a seismic sensor amplitude device
Solve the problem of seismic isolation in wind. Because the weight suction type
The fixed device equipped with the valve type earthquake sensor amplitude device
This is because there is no problem that the valve does not open sometimes. Also,
In wind, weight may be sucked in and the valve may open due to an earthquake
Because there is no. It's the difference between an earthquake wave and a wind wave
According to Earthquake wave (acceleration) is positive
Repeat the eggplant amplitude, but the wind wave (acceleration) is positive
Area (or either of the minus areas)
Because it will return. In other words, in a seismic wave, the moment without pressure
At the moment the suction of the weight disappears and the earthquake sensor
Work as In the wind wave, the plus area (or minus
Pressure in one of the two areas)
It is not released and therefore works as an earthquake sensor
This is because the seismic isolation mechanism is locked in the wind. I
This gives more certainty of the release of the (lock) valve during an earthquake
8.13.2. The invention of seismic isolation lock 2 in wind
You. Equipped with a weight suction type valve type earthquake sensor amplitude device
The mold fixing device is specifically, as shown in FIGS.
Seismic sensor weights 20, 20-b, 20-e, 20-
dc is sucked into the exit / exit route 7-acj in strong wind
Type valve type seismic sensor
You. Equipped with a weight suction type valve type earthquake sensor amplitude device
In the embodiment of the mold fixing device, the weight 20-b of the earthquake sensor is used.
FIG. 288, FIG. 289, FIG. 297, FIG.
FIG. 301, FIG. 302? , FIG. 303, FIGS. 311 to 31
2, FIG. 326 (for the ball), FIG. 327 (for the lower ball)
328, 329, 330, 331, 3
32 (a), the weight 20 of the earthquake sensor is a sliding member type
FIG. 296, FIG. 3 of the pendulum weight 20-e type of the earthquake sensor
07, FIG. 317 (a), FIG. 317 (b), FIG.
(A), FIG. 318 (b), FIG. 319, FIG. 320, FIG.
1, 323, 324, 325, 332 (b),
Figures 299, 300, and 300 with deformed seismic sensor weights
322, and so on. However, for the pendulum weight 20-e type,
The play (play) occurs at the support portion 20-i that receives the fulcrum of the pendulum.
Without it, the weight 20-e will not be sucked, so play is provided.
There is a need. Also consider from the sealing properties as a liquid valve
And the ball type is better than the pendulum. 8.13.2. Seismic isolation lock 2 for wind (for steady strong wind areas)
8.13.1. From the invention of Seismic Isolation Lock 1 for wind,
Claim 2 provides certainty of releasing the (lock) valve.
Item 26-3 is the invention according to the above-mentioned item, wherein the aforementioned weight suction is performed.
Valve type seismic sensor amplitude device equipped type fixed device and bite
Use with bearings (see 8.7, ball type, roller type)
To use. The weight suction valve type seismic
A fixed device equipped with a sensor amplitude device and a bite support (ball
Mold, roller mold, 8.7. See)
In the case of wind over the bite section of the bite support
Only, the seismic isolation mechanism is locked. The bite section of the bite support
In the case of a wind that cannot be overcome, the seismic isolation mechanism works. The effect
Fruit is obtained. To explain this: 1) In the case of a wind that does not get over the bite section of the bite support
The seismic isolation mechanism works. Wind does not blow over the bite section of the bite support
As far as the seismically isolated structure does not move. Until then, the earth
The pressure of a liquid, etc. that sucks the weight (valve) of the seismic sensor
Since it does not occur, the weight of the earthquake sensor operates during an earthquake
Then the seismic isolation mechanism works. Furthermore, in addition to the bite support
Considering the certainty of releasing the (lock) valve during an earthquake,
The pressure of liquids etc. that sucks the weight (valve) of the seismic sensor
In order to prevent this, the working part of the fixing device and the fixing
(For example, in the case of a fixing pin type fixing device)
Has a play between the fixing pin and its insertion
Pressure from piston-like member 7-p as long as it does not get over
Ensure that no force is applied to the weight (valve) of the seismic sensor
You. 2) In the case of a wind that gets over the bite section of the bite support
Only when is the seismic isolation mechanism locked. In the case of a wind that gets over the bite section of the bite support,
The seismic sensor is used to move the seismically isolated structure.
Pressure of the liquid, etc., that sucks the weight of the
Is being sucked. Therefore, even during an earthquake (depending on the weight of the weight)
But in most cases) the weight did not work and the valve did not open
Therefore, the seismic isolation mechanism does not work. In addition, regarding the bite support
Is 8.7. Described in ball type, roller
There is a type. 8.13.3. Seismic isolation lock 3 for wind (for steady strong wind areas)
The invention according to claim 226-4 is based on claim 125.
Claim 135 or any one of claims 137
In the fixed device equipped with the described earthquake sensor amplitude device,
Lock valve (including lock valve pipe, slide lock valve, etc.)
To the direction in which the valve comes out (opens),
The valve comes out (opens) when it receives pressure from the
When the wind is strong, the pressure from the piston
313 (see FIGS. 293 (a) and (b)) and indirectly (see FIG. 313).
-Refer to Fig. 314), the direction to push the weight to be the earthquake sensor
Seismic sensor vibration characterized by working
Fixing device with width device and seismic isolation structure
You. Specifically, in FIGS. 293 (a) and (b),
The lock valve pipe 20-cp or the lock valve 20-1 has a conical shape or the like.
During strong winds, the pressure from the piston-like member 7-p
The weight 20, 20-b, 20-
e to work in the direction of pressing (lifting (down))
Is done. In addition, the cone is open in the direction in which the valve opens (the valve
Wide in the exiting direction (opening direction), the direction in which the valve enters (the closing direction)
Direction) with a narrow slope). Conical opening angle
The degree (compared to a right angle) is a small angle (5 / 1000-5
/ 100). Press the weight when the wind exceeds a certain level.
Raises and locks, but pressure at the time of the first earthquake when seismic isolation begins
This is because the degree must not be locked. By this
Weight, 20-b is the sensor seismic isolation plate 20-cp
Upper retainer of a weight 20, 20-b having a curved surface parallel to ss (solid
To the 20-cpssu)
Disciplined weight 20, 20-b as a seismic sensor
Is locked. Does this work for seismic isolation in strong winds?
It becomes. Pendulum weight instead of this weight 20, 20-b
The same applies to the case where the pendulum shaft or support is replaced with 20-e.
The weight 20-e is pressed against the holding portion 20-i, and the weight 20-e is locked.
It is. 313 to 314 show that the lock valve 20-1 is
Weights 20 and 20 that are shaped, but serve as earthquake sensors
-B, 20-e are not directly pushed, and the gear, pulley, lever
It is a method of transmitting and pushing by a child or the like. Say specifically
For example, the force of the lock valve 20-1 can be controlled by gears, pulleys, levers, etc.
And push the weights 20, 20-b, 20-e
is there. FIGS. 313 to 314 show the force of the lock valve 20-1.
Simple (equivalent) transmission by gears, pulleys, levers, etc.
It is a case where the number increases and decreases as well. 8.14. 197. The pile breaking prevention method according to claim 193, further comprising:
Construction (structures to be isolated, ground structures) and foundations such as piles
And a certain degree of earthquake between the two
Connecting with fixed pins that break or break with force
It is composed of: Above a certain seismic force,
The seismic force is lower than the seismic force at which the pile breaks. Superstructure
As for the details of the pillars and the foundation,
As a detail of the support, it has a support plate larger than the pillar,
It is also necessary to prevent the pillar from coming off the support plate.
The support plate should only be used to prevent pile breakage.
It may be a card. The shape can be flat, mortar or spherical
The surface may be concave. In the same way,
If the material of the ridge is only to prevent pile breakage,
The shape may be flat or symmetrical with the base,
It may be a truncated cone or a curved convex surface such as a spherical surface. Also the fixing pin,
Like the shear pin, the induced incision
It may be in. 9. Support for buffer / displacement suppression and pressure resistance improvement 9.1. Bearing with cushioning material (1) Damping damper Laminated rubber seismic isolation is based on the horizontal axis of time axis and vertical axis of displacement.
And) has a geometric series decay curve and is hard to decay
A damping damper is almost always necessary
However, in the case of sliding seismic isolation, the horizontal axis is the time axis and the vertical axis is the displacement
And) has an exponential decay curve and decay quickly
Therefore, no damping damper is required. Reduced to sliding type seismic isolation
If a damping damper is installed, it will reduce the seismic isolation performance.
Do not have. It is also true for all seismic isolation systems
However, in the damping damper, 11.1. Seismic isolation as described in
Cannot cope with the variety of forms of the structure to be formed. (2) Damping damper for sliding seismic isolation = Bearing with cushioning material Rubber or other elastic material or cushioning material can be separated from the seismic isolation device and sliding bearing.
Around or on the edge of a sliding surface (slip surface, rolling surface) such as a shaking dish
When installed, earthquake displacement amplitudes that exceed
If entered, slip on elastic or cushioning material around the bearing
It is dealt by colliding the part or the intermediate sliding part. Claim 2
Item 27 is the invention. FIG. 480 to FIG.
1 shows an embodiment of the present invention. Specifically, rubber or rubber
Elastic material such as ponge or cushioning material 26 and seismic isolation plate 3 etc.
Exceed expectations by attaching to the periphery or edge of sliding bearings C and D
When the earthquake displacement amplitude is input, the
Sliding part or intermediate sliding on elastic material such as rubber or cushioning material 26
We deal with it by colliding parts. Hold the width of the cushioning material 26 large
More effective with soft sponge
You might also say that. Also, the width of the cushioning material 26 is made the same.
For example, a donut-shaped circumferential shape may be considered. FIG.
81 shows an embodiment of the invention. FIG. 480
Is the case where the seismic isolation plate is square. Figure 480 shows a concave slip
In the case of the seismic isolation plate C on the surface, FIG.
480 and 481 in the case of the seismic isolation plate D
Sliding part and seismic isolation plate Single seismic isolation plate Seismic isolation device, sliding bearing, intermediate
Double seismic isolation plate with a sliding part in place
is there. In the case of double seismic isolation plate seismic isolation device and sliding bearing, elasticity
Material or cushioning material 26 is attached to both upper and lower seismic isolation plates
To the upper or lower seismic isolation plate.
May be attached. However, double seismic isolation plate seismic isolation device
In the case of a sliding bearing, it is attached to both the upper and lower seismic isolation plates.
When the upper and lower seismic isolation plates are not
Is not desirable. 9.2. FIG. 482 shows an elastic / plastic material spread bearing diagram.
Item 28. Among the elastic and plastic material bearings according to the invention of item 28, a seismic isolation plate and a ball or roller sliding on the surface of the seismic isolation plate
FIG. 482 shows an embodiment in the case of
This is an example in the case of a rule). Seismic isolation plate 3 and its surface
Sliding part 5, intermediate sliding part 6, ball 5-e,
Or seismic isolation device composed of rollers 5-f
In the sliding bearing, the sliding part 5, the intermediate sliding part 6, the ball 5
-E, or elasticity of the seismic isolation plate 3 sliding with the roller 5-f
Laying material / plastic material 3-e (including elasto-plastic material, the same applies hereinafter)
Or by attaching it, the seismic isolation device
It is a sliding bearing. The elastic material 3-e is natural rubber,
It is an elastic material such as synthetic rubber, and the plastic material 3-e is a lead / synthetic tree
Plastic materials such as oils and clay (including elasto-plastic materials, the same applies hereinafter)
is there. By using elastic or plastic material 3-e, the sliding part
5, intermediate sliding portion 6, ball 5-e, or roller 5-
f comes into contact with the elastic or plastic material 3-e
The area increases and the friction when sliding increases, so the seismic isolation plate surface
Sliding part 5, intermediate sliding part 6, ball 5-e,
Direction of pressure resistance of seismic isolation plate surface against
Above and the suppression of response displacement during an earthquake. Displacement suppression
The meaning of the control is that when the earthquake amplitude is larger than expected,
Prevention of detachment of parts and collision of sliding parts with edges of seismic isolation plates
It is. The present invention provides the following (1) improvement in pressure resistance,
(2) It can be developed separately into displacement suppression. (1) Improvement of pressure resistance a) Basic type FIG. 482 shows the improvement of the pressure resistance of the invention of claim 229.
Seismic isolation plate and its seismic isolation
Example of ball or roller sliding on the plate surface
(FIG. 482 shows the case of the ball therein)
Is an example). Seismic isolation plate 3 and sliding part that slides on the surface of the seismic isolation plate
5, intermediate sliding portion 6, ball 5-e, or roller 5-
f.
Rolling with roller 5-e or roller 5-f
In the bearing, the sliding part 5, the intermediate sliding part 6, the ball 5-
e, or an elastic material is used for the seismic isolation plate 3 on which the roller 5-f slides.
Also, by laying or attaching plastic material 3-e,
Prevents digging into the shake plate 3 and improves the pressure resistance performance of the seismic plate 3
A license characterized by being configured to correspond to the above
Seismic device and sliding bearing. Use of elastic or plastic 3-e
Depending on the application, the sliding portion 5, the intermediate sliding portion 6, the ball 5-e,
Or the roller 5-f eats the elastic material or plastic material 3-e.
To increase the contact area and improve the pressure resistance
And prevents the seismic isolation plate 3 from getting into the plate. Also, of course,
It also has a position control effect. b) Elastic / plastic material spread bearing with ball biting hole Also, sliding part 5, intermediate sliding part 6, ball 5-e, or
Normal position of roller 5-f other than during an earthquake (center)
To the elastic or plastic material 3-e according to the shape
Make a hole. This is especially true for the elastic 3-E.
This is a configuration method that reduces the load of labor. By this method
Eliminates pressure on the elastic material during normal operation,
Prevents the elastic material from being fatigued by receiving force. In addition,
Improved seismic performance when seismic isolation is better than bite bearings
To prevent wind sway. The size of the sliding part etc. in this hole
If there is more room than it, seismic isolation at low acceleration
It also improves performance. The following (2) b) mortar-shaped elasticity
Similar configuration can be used for bearings with plastic and plastic materials
It is. (2) Displacement suppression a) Basic form FIG.
Seismic isolation plate and its seismic isolation plate
Examples of ball or roller sliding on the surface are shown.
(FIG. 482 shows an embodiment in the case of a ball therein)
Is). Seismic isolation plate 3 and sliding part that slides on the surface of the seismic isolation plate
5, intermediate sliding portion 6, ball 5-e, or roller 5-
Seismic isolation device and sliding bearing smell composed of f
The sliding part 5, the intermediate sliding part 6, the ball 5-e, or
Elastic or plastic material 3 on the seismic isolation plate 3 on which the roller 5-f slides.
-Suppressing displacement by laying or attaching e
Seismic isolation device characterized by being configured to
It is a sliding bearing. The use of elastic or plastic material 3-e
The sliding part 5, the intermediate sliding part 6, the ball 5-e, or
Roller 5-f cuts into elastic material or plastic material 3-e
Increases the contact area, increases the friction during sliding,
The displacement of the response amplitude during an earthquake is suppressed. b) Elastic / plastic laying supports laid beyond a certain displacement Claim 231 is a constant from the center of the sliding surface of the seismic isolation plate
Sliding or rolling seismic isolation to the extent
Exceeding the range will increase the friction on the sliding surface of the seismic isolation plate
As described above, the sliding portion 5, the intermediate sliding portion 6, the ball 5-e, or
An elastic or plastic material is applied to the seismic isolation plate 3 on which the roller 5-f slides.
The invention is to lay or attach 3-e. By that
The displacement is suppressed from a certain constant displacement due to earthquake motion.
The seismic isolation performance can be improved for the displacement inside. This effect is expected
Improve seismic isolation performance up to the range of earthquake displacement
Displacement suppression works for earthquakes with more displacement than
The sliding part should not exceed the allowable displacement of the seismic isolation plate
Can be. c) Mortar-shaped elastic / plastic material laid support
By taking a concave shape such as a mortar or spherical surface
Therefore, the effect of suppressing displacement can be more expected. FIG. 483 shows this
Mortar-shaped elastic material / plasticity of the invention (claim 232)
The seismic isolation plate and the bolt that slides on the surface of the seismic isolation plate
FIG. 4 shows an embodiment in the case of a roller or a roller.
83 is an embodiment in the case of the ball among them). Claim
230-231, the seismic isolation plate 3
The elastic or plastic material 3-e to be attached or adhered
Seismic isolation device / sliding support characterized by having a concave shape
(In the case of claim 231, the sliding surface of the seismic isolation plate
The central part of the mortar
Or a spherical surface starts). FIGS. 483 (b) and (c)
Shown in cross section ((b) at normal time, (c) at seismic amplitude)
As shown, the elastic or plastic material 3-e has a thickness
Take a concave shape such as a mortar or a spherical surface that increases to the side
The larger the amplitude at the time of the earthquake,
Bullets by the ball 6, the ball 5-e, or the roller 5-f
Contact depth due to increased depth of penetration into conductive material or plastic material 3-e
Increases, the friction during sliding increases, and the response amplitude during earthquakes increases.
Is suppressed. Of course, both a) and b) are seismic isolation plates.
3 also improves the pressure resistance performance. 9.3. 2. Displacement suppression device As a displacement suppression device, And 8.4. It is an example other than.
FIG. 484 shows the displacement suppressing device according to claim 233.
An example is shown. Sliding members 1-a,
2-p friction reduces the displacement amplitude of the earthquake,
One of the members that are in contact with each other
Is installed on the structure 2 supporting the structure to be seismically isolated.
Seismic isolation displacement suppression characterized by comprising:
Device. Sliding members 1-a, 2-p
As the material of the contact part, so that the friction of the contact part becomes large
Select a material with a high coefficient of friction, such as rubber.
In addition, members sliding on elastic material 26-b such as rubber
1-a, 2-p, push the members 1-a, 2-p
It is also possible to get along. In addition, this device
2 to 145 and 147 can also be used for the fixing device.
You. 9.4. 234. The impact shock absorber according to claim 234 to claim 238.
Is isolated by an earthquake with a displacement amplitude that exceeds expectations
And the structure supporting the seismically isolated structure
However, it is a device that assumes the case of collision due to the stopper, etc.
And the structure supporting the seismically isolated structure
Is provided at a position such as a stopper to prevent collision.
It is an invention to be reconciled. Regarding the method of mitigation,
An elastic material with a low coefficient of restitution (low
Use buckling deformation (buckling deformation type) using the coefficient of restitution
Use plastic deformation (plastic deformation type) or plastic material
For example, it is desirable to minimize the rebound. To
Uno does not disturb the seismic isolation vibration after the collision
This is because collision can be alleviated. (1) Low restitution coefficient type Item 234 is a seismically isolated structure and a seismically isolated structure.
Low restitution coefficient at the position where the structure that supports the structure collides
It is constituted by providing a cushioning material or an elastic material.
A collision impact absorbing device, characterized in that: (2) Buckling deformation type FIG. 485 shows the buckling of the elastic material according to the invention of claim 235.
1 shows an embodiment of a collision impact absorbing device according to the present invention. Seismically isolated
Structure that supports the seismically isolated structure
At the point of impact, the elastic material buckles at the time of collision.
An elastic material is provided, and the buckling of the elastic material
Characterized by being configured to absorb a strike
It is a shock absorbing device. In addition, 9.3. Displacement suppression
It is also possible to attach this elastic material to the end of the control device,
In addition, this device is the same as the fixing device shown in FIGS.
Can also be used for equipment. (3) Plastic deformation type Item 236 is a seismically isolated structure and a seismically isolated structure.
At the position where the structure supporting the structure collides,
It is constructed by providing a cushioning material or plastic material
It is a collision impact absorbing device characterized by being obtained. (4) Rigid member sandwiching type Item 237 is a structure to be seismically isolated and a structure to be seismically isolated.
When the structure supporting the structure collides, for example,
Absorbs the shock when the ball hits the edge of the seismic isolation plate.
Impact absorption to cushioning material, elastic material, and plastic material
Increasing the area is advantageous, but this is why
Rigid members (such as steel) with a larger area than
After dispersing the impact force at the time of the collision,
Supplied with cushioning material, elastic material or plastic material with a large area
It is an invention. The cushioning material, elastic material and plastic material are low rebound
The material with the number is good, but also the buckling deformation
Molds and plastic deformation molds are also conceivable. FIG. 486 shows that
The rigid (such as steel) member 26-c is long in the horizontal direction,
Disperse the impact force in the horizontal direction, and then
Shock is absorbed by the shock absorbing material, elastic material and plastic material 26
This is an embodiment in the case of causing the above. This FIG. 486 corresponds to FIG.
-Fig. 413 (2.12. Revision of pull-out prevention device and sliding bearing)
Good) with the same configuration as the pull-out prevention device and sliding bearing
Fig. 3 is a cross-sectional view of the device, showing the
At the position where the tool collide
Cushioning or elastic material or plastic with member 26-c)
The member 26 is attached. By the above method
And the ability to absorb shocks is significantly improved,
It is possible to reduce the area of the shaking dish. In addition,
Claim 238 states that the acceleration of the seismically isolated structure during a collision is
A buffer material, an elastic material, or a plastic material 2
6 based on the calculation formula for determining the spring constant
It is an invention relating to a collision impact absorbing device. Cushioning material, elastic material,
The spring constant K that can be obtained from the length and the deflection length of the plastic material 26
Is calculated from the following approximate expression. Unexpected earthquake displacement
In case of collision with shock absorbing member, seismic isolation
From the acceleration received by the structure, the spring constant K of the elastic material is
Is calculated from the following equation. For the mass M of the seismically isolated structure
Assuming that one collision impact absorber is installed at
Assume that the collision speed is V kine. At this time,
Equivalent energy of energy and impact shock absorber
And the (equivalent) spring constant of the collision shock absorber
K, approximately, assuming that the deflection length is δ, 1/2 ・ MV ・ 2 = １ ／ １ ／ KＫδ ＾ 2 K = MV ・ 2 / (δ ＾ 2) (1) Becomes This equation states that the impact shock absorber is a completely elastic material.
Not only when elastic deformation occurs at a constant K, but also when K
Or with damping such as viscous damping or hysteresis damping.
Or elastic deformation and plastic deformation occur simultaneously.
Such a case can be applied approximately. Also, collision
By installing a damping device in the shock absorber, the energy of the absorbed collision
When attenuating energy or on the shock absorber itself.
When there is an ability to attenuate the lug, etc.,
In some cases, an energy decay term is provided. Where this formula
In contrast, the deflection length that can be taken by the impact
By substituting, the spring constant K of the device is given.
From δ, the reaction force F of the entire seismically isolated structure is given.
You. F = K · δ (2) The acceleration A received by the seismically isolated structure is A = F / M = K · δ / M (3) Here, when the collision impact absorbing device is installed at n places
Is the spring constant of Kn, and the deflection length in that case is δn.
And 1/2 ・ MV ・ 2 = １ ／ · K ・ δ ＾ 2 = n ・
(１ ／ · Kn · δn ＾ 2). The deflection length here
If δ = δn, Kn becomes K / n with respect to the above K.
Therefore, A '= K ・ δ / M / n = MV ・ 2 / (δ ＾ 2) ・ / M / n = V ＾ 2 / δ / n (4) A 'is the assumed maximum acceleration of the input seismic wave.
Smaller than the number of impact shock absorbers
Adjust the constant and deflection length. As an example,
50kine, weight of the seismically isolated structure Mg = 50t
f, flexure length δ = 2 cm, set at n locations
Argue. (4) Receiving structures that are seismically isolated during a collision
The acceleration is as follows: A '= 1250 / n Here, when the number of installation locations of the collision impact absorbing device is set to 8, A' = 1250/8 = 156 gal Similarly, when the number of installation locations of the collision impact absorbing device is set to 10, A '= 1250/10 = 125 gal Similarly, when the number of installation points of the collision impact absorbing device is 12, A ′ = 1250/12 = 104 gal. 9.5. Two-stage seismic isolation (sliding / rolling seismic isolation + rubber, etc.)
9.5.1. Configuration For sliding / rolling seismic isolation, allow for seismic isolation plates during an earthquake.
What to do if the displacement is exceeded is desired. Claim 239
Is a sliding seismic or rolling seismic
The displacement of the seismic isolation plate exceeds the allowable displacement.
Up to sliding or base-isolated
Above the limit, seismic isolation with elastic material such as rubber, damping material and cushioning material
-It is characterized by being attenuated. This is
Is divided into two. 1) Slip-type seismic isolation + Seismic isolation / damping due to rubber, etc. Measures to be taken when the allowable displacement of the seismic isolation plate is exceeded by the slip-type seismic isolation
In this way, a sliding-type seismic isolation is performed until a certain displacement
And seismic isolation / damping by rubber, elastic material, damping material and cushioning material
It is characterized by the following. 2) Rolling seismic isolation + seismic isolation / damping by rubber, etc. Measures to be taken when the allowable displacement of the seismic isolation plate is exceeded by the rolling seismic isolation
In the case of rolling seismic isolation until a certain displacement,
And seismic isolation / damping by rubber, elastic material, damping material and cushioning material
-It is characterized by buffering. Specifically
Means seismic isolation with sliding bearings (slip bearings, rolling bearings)
In the event of an earthquake displacement exceeding the allowable displacement of the seismic isolation plate during an earthquake,
If the displacement is exceeded, elastic material such as rubber, damping material, cushioning
Elastic material such as rubber is used for seismic isolation / damping by material
・ Attach damping material and cushioning material to seismic isolation bearing, or use another device
It is provided. 9.5.2. Equation of motion (for symbols, see 5.1.
3.1. Claim 240) Claim 240 is the following equation of motion
Example 5.1.3.1. Structural analysis)
It consists of a seismic isolation plate with a sliding surface designed
Seismic isolation device, sliding bearing, and seismic isolation structure using it
is there. "Slipping / rolling seismic isolation + seismic isolation / reduction by rubber etc.
Equation of motion in the case of "decay" is considered in the case of one mass point
Then, up to the constant displacement (XG), d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (x) + μ · sign (dx / dt)｝
= −d (dz / dt) / dt When the displacement (XG) is exceeded (K and C are
D (dx / dt) / dt + K / m · (x-XG-sig
n (x)) + C / m · dx / dt + (cos θ) ＾ 2 ·
g ｛tan θ · sign (x) + μ · sign (dx /
dt)｝ = − d (dz / dt) / dt 9.6. Two-stage seismic isolation (sliding / rolling seismic isolation + friction change
・ Gradient change type seismic isolation / damping) 9.6.1. Configuration For sliding / rolling seismic isolation, allow for seismic isolation plates during an earthquake.
What to do if the displacement is exceeded is desired. Claim 241
Is a sliding seismic or rolling seismic
The displacement of the seismic isolation plate exceeds the allowable displacement.
Up to sliding or base-isolated
Exceeds the limit, increase the friction on the sliding surface of the
Increase the friction or increase the friction and the gradient
Characterized by seismic isolation and damping
It is. This is divided into three as follows. 1) Sliding / rolling type seismic isolation + friction change type seismic isolation / damping Allowable for seismic isolation plates in sliding type or rolling type seismic isolation
This is a countermeasure when displacement is exceeded.
Seismic isolation or rolling type seismic isolation, and when the displacement is exceeded, seismic isolation
Seismic isolation / damping by increasing friction on the sliding surface of the dish
It is characterized by the following. Especially in rolling type seismic isolation
Measures to be taken when the allowable displacement of the seismic isolation plate is exceeded.
Then, it is a rolling type seismic isolation.
In case of sliding type seismic isolation / damping with increased friction on the surface
There are many. The embodiment is described in 3.1. reference. 2) Sliding / rolling type seismic isolation + gradient change type seismic isolation / damping Allowance of seismic isolation plates for sliding type or rolling type seismic isolation
This is a countermeasure when displacement is exceeded.
Seismic isolation or rolling type seismic isolation, and when the displacement is exceeded, seismic isolation
Seismic isolation / damping by increasing the slope of the sliding surface of the dish
It is characterized by the following. Examples are 3.2. reference. 3) Sliding / rolling type seismic isolation + friction change and gradient change type
Seismic / Attenuation Allowance of seismic isolation plates for sliding seismic isolation or rolling seismic isolation
This is a countermeasure when displacement is exceeded.
Seismic isolation or rolling type seismic isolation, and when the displacement is exceeded, seismic isolation
Increase the friction of the sliding surface of the dish and increase the gradient
It is characterized by seismic isolation and damping. Example
Is 3.3. reference. 9.6.2. Equation of motion (for symbols, see 5.1.
3.1. Claim 242) Claim 242 is based on the following equation of motion.
Example 5.1.3.1. Structural analysis)
It consists of a seismic isolation plate with a sliding surface designed
Seismic isolation device, sliding bearing, and seismic isolation structure using it
is there. 1) "Slip / roll type seismic isolation + friction change type seismic isolation / damping"
The equation of motion in the case of one mass point
And to a certain displacement (XG), d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (x) + μ · sign (dx / dt)｝
= −d (dz / dt) / dt When the displacement (XG) is exceeded (μ ′ is the displacement (XG)
D (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (x) + μ ′ · sign (dx / d
t)｝ =-d (dz / dt) / dt 2) “Slip / rolling type seismic isolation + gradient change type seismic isolation / damping”
The equation of motion in the case of one mass point
And to a certain displacement (XG), d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (x) + μ · sign (dx / dt)｝
= −d (dz / dt) / dt When the displacement (XG) is exceeded, (θ ′ becomes the displacement (XG)
D (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ ′ · sign (x) + μ · sign (dx / d
t)｝ =-d (dz / dt) / dt 3) "Slip / rolling type seismic isolation + friction change and gradient change type
Equation of motion in the case of seismic isolation / damping
In consideration of this, d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta up to a certain displacement (XG)
nθ · sign (x) + μ · sign (dx / dt)｝
= −d (dz / dt) / dt When the displacement (XG) is exceeded, d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ ′ · sign (x) + μ ′ · sign (dx / d
t)｝ = − d (dz / dt) / dt 9.6.3. Equation of motion (for symbols, see 5.1.
3.1. Symbol list) "Sliding / rolling seismic isolation + friction change
Equation of motion in the case of “Gradient change type seismic isolation / damping”
Therefore, considering the case of one mass point, d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta until a certain displacement
nθ · sign (x) + μ · sign (dx / dt)｝
= −d (dz / dt) / dt When the displacement is exceeded (θ ′ and μ ′ are the slopes of the sliding seismic isolation).
When changing both θ ′ and μ ′ in the arrangement and the friction coefficient,
D (dx / dt) / dt + (cos θ ′) ＾ 2 · g ｛t
anθ ′ · sign (x) + μ ′ · sign (dx / d
t) 運動 = −d (dz / dt) / dt. In this case,
.theta. 'and .mu.' are divided into a fixed type and a variable type. 1) constant type θ ′ = constant, μ ′ = constant 2) variable type θ ′ = θ ′ (x) μ ′ = μ ′ (x) Anti-rotation / torsion device With one fixing device, the seismic isolated structure is fixed
I can't stop rotating around the device. Laminated rubber, etc.
Spring type restoring device, oil damper, etc.
If the center of gravity and rigid center are shifted by adopting the damping device,
At the time of seismic isolation, torsional vibration of the seismically isolated structure occurs. That time
Seismic isolation to prevent rolling and torsional vibration
Peripheries of structures and structures supporting the seismically isolated structures
The movement is suppressed by the rotation and twist prevention device arranged on the side
It is to insert. This anti-rotation device is seismically isolated.
Structure that supports the seismically isolated structure
To allow only translational movement in the horizontal direction
It does not happen. With this device, laminated rubber
The use of spring-type seismic isolation devices such as
Even if the center of gravity and the rigidity are shifted,
It is possible to suppress the torsional vibration of the structure to be formed. 10.1. Rotation / torsion prevention device Claims 243 to 244-5 describe this rotation / torsion prevention device.
This is an invention relating to a repelling prevention device. This rotation and twist prevention device
Supports the seismically isolated structure and the seismically isolated structure
The structure to be seismically isolated and provided between
Horizontal translation relative to the supporting structure
This is a rotation / torsion prevention device that allows only movement. Concrete
Specifically, the rotation / twist prevention device L includes an upper slide member,
Consisting of a lower slide member and an intermediate slide member, seismic isolation
Of the structure to be supported and the structure supporting the seismically isolated structure
Structure that is provided between and is isolated from the upper slide member
The structure supporting the structure whose base slide member is seismically isolated
Provided in the structure, between which the intermediate slide member enters,
At least one of the sliding members
One guide part (up and down guide slide member / part) 3-
By sliding along g, the upper sliding member
Only translates relative to the middle slide member.
Allowed, the lower slide member is the middle slide member
By allowing only parallel translation,
If there are multiple layers of intermediate slide members,
Is only allowed to move in parallel with each other.
Furthermore, these slide members are moved in parallel for each layer.
When the middle slide member is one layer so that the direction changes
Are positioned at right angles to each other so that
When is multi-layered, the total of the intersection angles should be 180 degrees
The structure to be seismically isolated by stacking
Horizontal to the structure that supports the structure being shaken
A rotation / torsion prevention device L that enables only translational movement.
You. In addition, when the intermediate slide member is a multilayer,
The intersection angles of these layers are desired to be equally divided by 180 degrees of the total number of intersections.
Preferably, it may deviate from that. Middle slide
The member is a single layer, upper slide member, lower slide member,
In the case of a three-layer configuration with only the intermediate slide member, the upper slide
Length of slide part of ride member and lower slide member
Is longer than the length of the slide portion of the intermediate slide member.
The effect of suppressing rotation / twist increases. Also at the top
The sliding member may be the upper (part) seismic isolation plate,
The slide member may be a lower (part) seismic isolation plate.
The part slide member is also a place for the vertical guide slide member 3-g.
If the middle seismic isolation plate and the vertical guide slide member 3-g
Intermediate seismic isolation plate with upper and lower guide slide part 3-g
In some cases. In addition, vertical guide slide members and parts
3-g may be a vertical connecting slide member / part 3-s
Are the upper and lower connecting slide members and the upper and lower members of the portion 3-s.
The original function can be performed without the need for hooking
(See FIGS. 383 to 385). Below, Guy
The description will be made separately for the roller type and roller type. 10.1.1. Guide type The guide type according to the invention described in claim 244-1 provides a guide type.
Item 244. The rotation / twist prevention device according to Item 244, wherein
Ride member, lower slide member, middle slide member
Guide section between slide members and along the guide section
It is a type to provide a part. The guide type is an outer guide type and an inner
The guide part is also
And a guide section. 10.1.1.1. Rotation and twist prevention device 1 (outer guide
Type) 10.1.1.1.1. Configuration According to claim 244-2, the rotation / screw according to claim 244 is described.
The upper slide member and the intermediate slide
Slide member, and intermediate slide member and lower slide
When there are multiple layers with the member and the intermediate slide member
Of the intermediate slide member
Guide section in the sliding direction on opposite sides
To the other parallel side (to each other)
(A part along the id part)
Rotation / twist prevention device characterized by that
It is an invention of a seismic isolation structure. This rotation and torsion prevention device
Examples include the following. In particular, FIG.
380 and 394 to 418 show the pull-out prevention function.
348-352, 359-Figure
363, 370 to 380, and 409 to 418,
It also has seismic isolation restoration function.
0, FIGS. 359 to 361, FIGS. 370 to 372, and FIG.
5 to 377, 378 to 380, and 409 to 41
0, Fig. 411 to Fig. 413 have rolling type seismic isolation function.
One is possible. (1) FIGS. 394 to 418 (2.12. Pullout prevention device)
In the embodiment of (Improvement of sliding bearing), the rotation / torsion prevention device is used.
L is the upper (part) seismic isolation plate (upper slide member) 3-
a, lower (part) seismic isolation plate (lower slide member) 3-b, upper
From lower connecting slide member (intermediate slide member) 3-s
This is the case. 430 to 435, FIG.
430 to 432 correspond to FIGS.
FIG. 435 is the vertical connecting slide portion of FIGS.
The upper and lower guides without the material 3-s having hooks with the upper and lower members
This is the case of the sliding member 3-g. (2) FIGS. 340 to 380 (4.1.2. With pull-out prevention)
(Mie (or Mie or more) seismic isolation plate seismic isolation device, sliding bearing)
In the embodiment, the rotation / twist prevention device L is
Shaking plate (upper slide member) 3-a, lower (part) seismic isolation plate
(Lower slide member) 3-b, vertical connecting slide member 3
-S or an intermediate driver with a 3-s vertical slide
Shaking plate (middle slide member) 3-m
You. In the embodiment of FIGS. 419 to 429, FIGS.
22 is a diagram of FIGS. 340 to 343, and FIGS. 423 to 426 are diagrams of FIG.
344 to 347, and FIGS. 427 to 429 correspond to FIGS.
The upper / lower connecting slide member / part 3-s in FIG.
Up / down guide slide member without hooking on the lower member
-It is the case of the part 3-g. (3) FIGS. 344 to 352, FIGS. 356 to 363, FIG.
67 to FIG. 374 (4.3. Planar shape or cylindrical valley surface shape or V
Of the valley-shaped multi-layer seismic isolation plate (with a vertical connecting slide part))
In the embodiment, the rotation / torsion prevention device L is an upper (part) seismic isolation device.
Plate (upper slide member) 3-a, lower (part) seismic isolation plate (lower
Part sliding member) 3-b, vertical connecting slide part 3-s
From the 3-m seismic isolation plate (middle slide member) with
This is the case. In the above embodiments (1) to (3),
And, for those not mentioned here,
Ride part / part 3-s can be hooked with upper and lower members
When the vertical guide slide member / part 3-g is not used
There is also. The following 10.2. Rotation suppression; 10.
3. Common to suppression of torsional vibration, but rotation / torsion prevention
The device is rigidly attached to the structure 2 supporting the structure to be isolated.
Do not rotate with two or more (anchor) bolts
Must be joined. (4) Between upper slide member and middle slide member
Between the intermediate slide member and the lower slide member.
, Low friction material, ball (bearing) 5-e, low
The friction coefficient is reduced by sandwiching the
Can be considered. FIG. 385 shows the embodiment.
You. FIG. 384 shows a ball (bearing) 5-e and a roller
-(Bearing) This is an embodiment in which the 5-f is not sandwiched.
You. 10.1.1.1.2. Rotation / torsion of rotation / torsion prevention device
Rotation / torsion prevention device consists of an upper slide member and a lower slide
And a middle slide member.
The lower slide member is seismically isolated on the side of the
Provided on the side of the structure that supports the structure to be
The slide member enters. The upper slide member is
In the relationship between the guide member and the lower slide member,
Allows only parallel movement in the short side direction, and the lower slide member
Indicates the relationship between the intermediate slide member and the upper slide member.
Only allow for parallel movement in the long side direction or short side direction.
You. Due to the above structure, the seismically isolated structure is isolated
The structure that supports the structure
Only translation is allowed. At this time,
(Length of the sliding parts)
If d, the rotation angle φ allowed by the rotation / torsion prevention device is
Φ = 4d / l (1) This value is, for example, l = 250 mm, d =
In the case of 0.5 mm, φ is a value of about 1/125 rad.
Therefore, rotation and twist can be almost completely suppressed. 10.1.2.1.2. Rotation / torsion prevention device 2 (inner guide
(Type) (1) General 1) General Claims 244-3 are as set forth in claims 244 through 24.
4-2. The rotation and torsion prevention device according to item 4-2, wherein
The guide member, the intermediate slide member, and the intermediate slide member
Lower slide member (when there are multiple layers of intermediate slide members)
Between the intermediate slide members).
A groove in the direction to slide in the direction of
(Inner guide part)
Anti-rotation and twisting device characterized by seismic isolation
It is an invention of a structure. The length of the convex part and the gap between it and the groove
Determines the ability to prevent rotation and torsion. FIGS. 437 to 45
FIG. 7 shows an embodiment thereof. a) Combination type of outer guide and inner guide FIG. 437 to FIG.
Or three or more) seismic isolation plate seismic isolation device / sliding support (rolling support)
In the middle seismic isolation plate 3-m, the upper and lower seismic isolation
In the direction where the id is allowed, the convex inner guide (up and down
Guide slide part) 3-g attached, upper part (side)
Place the upper and lower parts on the shake plate 3-a or the lower (side)
Groove 3-gi in the direction in which the sliding of the seismic isolation plate is allowed
Is dug and the inner guide part 3-g is inserted into the groove 3-gi.
In this case, it will be a guide. Also, the upper (side) seismic isolation plate
3-a or lower (side) seismic isolation plate 3-b with inner guide (upper
Lower guide slide part) 3-g attached, middle seismic isolation plate 3-
m, a groove 3-gi is dug, and the inner guide portion 3-g is
There is also the opposite case where it is inserted into 3-gi and serves as a guide.
You. b) Only the inner guide portion type FIGS. 440 to 457 show the inner guide portion without the outer guide portion.
(Upper and lower guide slide part) Example in the case of only 3-g
It is. FIGS. 440 to 442 show triple (and triple or more)
Intermediate isolation of seismic isolation plate seismic isolation device and sliding bearing (slip bearing)
The seismic isolation plate 3-m is allowed to slide on the seismic isolation plate that overlaps
The inner guide part (upper and lower guide slide)
3-g), and the upper (side) seismic isolation plate 3-a
Or on the lower (side) seismic isolation plate 3-b,
A groove 3-gi is dug in the direction in which sliding is allowed,
The inner guide portion 3-g is inserted into the groove 3-gi to form a guide.
This is the case. Also, the upper (side) seismic isolation plate 3-a or
The lower (side) seismic isolation plate 3-b has an inner guide (upper and lower guide slides).
Id part) 3-g is attached, 3-m groove is provided on the middle seismic isolation plate 3-m
i is dug, and the inner guide portion 3-g is inserted into the groove 3-gi.
There is also the opposite case, in which the guide is entered. In addition,
Intermediate part with a guide (up and down guide slide part) 3-g
The seismic isolation plate 3-m has screws that act on the upper and lower inner guides 3-g.
The upper and lower sides to obtain rigidity that can resist
Truss-like, blown beam that measures the integrity of the guide 3-g
Shape, surface shape, haunch shape and the like. This truss
Shape, flint beam, area, haunch, etc.
Restrict the rotation of the slide member and the lower slide member.
This suppresses twisting. Also focuses on fixing devices for wind
Is suppressed. 10.1.2.1.2. Departure described in
In the case of Ming, the seismic isolation
An embodiment using an inner guide member without a plate is also possible.
You. 446 to 447 show examples of this. Also,
446 to 447 and the devices of FIGS. 440 to 442
Means the upper part of the guide part 3-g and its groove 3-gi.
To ride member, middle slide member, lower slide member
The relationship is the opposite form. 446 to 447
The device is substantially similar to the device of FIGS.
However, the upper slide member 3-a and the lower slide member 3-
b becomes the inner guide portion 3-g, which is a wire rod,
The upper and lower slide members 3-a and 3-
The groove 3-gi is provided in the direction in which the sliding of b is allowed.
And the inner guide portion 3 of the upper and lower slide members 3-a and 3-b.
-G is inserted into the groove 3-gi to serve as a guide.
You. The middle slide member 3-m is a vertical slide member.
Resists torsion from 3-a, 3-b inner guide part 3-g
In order to obtain the required rigidity,
Truss that measures unity of groove 3-gi)
Shape, fire beam shape, surface shape, haunch shape, etc.
You. This truss shape, fire beam shape, surface shape, haunch shape, etc.
Depending on the condition, the rotation of the upper slide member and the lower slide member
The twist is suppressed by restraining the rolling. Also in the wind
Suppress rotation about the fixing device. 440 to 4
The intermediate slide member 3-m of the device of No. 42 is planar.
And an intermediate slide portion of the apparatus of FIGS. 446 to 447.
The material 3-m is also planar. The device of FIG.
The inter-slide member 3-m is in the form of a truss,
(A) is a diagram showing the intermediate part of the apparatus shown in FIGS.
The ride member 3-m has a truss shape, and FIG.
Are the intermediate slide portions of the apparatus of FIGS. 446 to 447.
The material 3-m is in the form of a truss. The device of FIG.
The middle slide member 3-m is a fire beam-shaped one,
(A) The figure shows the middle slide of the device of FIGS.
The door member 3-m is in the shape of a blown beam, and FIG.
Intermediate slide member 3-m of the apparatus of FIGS.
Is a flint beam. The device of FIG.
The slide member 3-m has a haunch shape, and FIG.
Are the intermediate slide members 3 of the apparatus of FIGS.
-M is a haunched shape, and FIG.
The intermediate slide member 3-m of the apparatus of FIG.
belongs to. 10.1.1.1. Outer guide type, 10.
1.1.2. Both the inner guide type prevent pulling out
Ride member / part) with multi-layer seismic isolation plate is the sliding part
The effect of preventing rotation and torsion by preventing the floating of materials
Is big. In addition, this guide type (outer guide type / inner guide
Type), the upper slide member and the lower slide member
By making the ride part longer than the middle slide member
There is also a type with increased rotation / torsion prevention resistance (hereinafter referred to as
Lower and upper slide member extension type). This type is especially three-layer
It is effective in the case of success. 2) With low side friction material and bearings The device shown in Fig. 461 is for the groove 3-gi and the guide 3-g.
Low friction material and roller / ball bearings on the surface
This allows the guide portion 3-g to slide in the groove 3-gi.
This is a reduction in the frictional resistance of the ride. (A)
(B) corresponds to (d) and (e) in FIGS.
Correspondingly, the groove 3-gi and the guide 3-g side of the device shown in FIG.
Low friction material or roller ball bearing 5-
f, 5-e are provided, and FIGS.
446 to 447 (b) and (c) are cross-sectional views taken along parallel positions.
, The groove 3-gi and the guide 3-g of the device shown in FIG.
Low friction material or roller ball bearing on the side of
5-f and 5-e are provided.
The sliding resistance of the guide portion 3-g is reduced.
You. In addition, this side with low friction material and bearing
0.1.1.1. Outside guide type guide part and its guide
Between the part along the outer part (outer guide).
It is also conceivable to provide bearings that are not fitted. 3) Cross-shaped, T-shaped, L-shaped The upper and lower inner guides 3-g are cross-shaped, T-shaped
And L-shaped. Due to this shape,
It is possible to conform to the shape to be arranged in the structure. a) Cross type The apparatus shown in FIGS. 440 to 460 includes upper and lower inner guide portions 3-g.
Is a cruciform cross shape. b) T-shape The device of FIG. 462 to FIG.
Are T-shaped, and FIGS. 462 to 464
Is a T-shaped device of the device of FIGS.
465 to 466 are the same as those in FIGS.
Forty-seven devices are T-shaped. 462 to 46
6, one of the T-shaped inner guide portions 3-g has a shorter shape.
However, both may be the same length. c) L-shape The apparatus shown in FIGS. 467 to 471 has upper and lower inner guide portions 3-g.
Are L-shaped, and FIGS.
Is an L-shaped device of the device of FIGS.
470 to 471 are the same as those shown in FIGS.
47 is an L-shaped device. (2) Intermediate sliding part holding and sliding support type The claim 244-3-2 is the same as the claim 244-3.
Sliding bearing for intermediate sliding part in rotation and torsion prevention device
The upper slide member 3-a and the middle slide
Slide member 3-m, intermediate slide member 3-m and lower slide
C-member 3-b (when there are a plurality of intermediate slide members)
Between the intermediate slide members) and the intermediate slide portion
And sliding material or roller balls 5-f, 5-e
Rotation and torsion prevention characterized by including rolling elements such as
Stop device, also the intermediate sliding part sliding bearing, and thereby
It is an invention of a seismic isolation structure. (3) Restoration type sliding bearing combined type The claim 244-3-3 is the same as the claim 244-3.
Restoration type sliding bearing combined use type in rotation and torsion prevention device
Therefore, the upper slide member 3-a and the intermediate slide member 3
-M, middle slide member 3-m and lower slide member 3
-B (if there are multiple layers of intermediate slide members,
Sliding member between the sliding members).
Rolling of sliding material or roller balls 5-f, 5-e, etc.
Put the body, and slide the upper slide member 3-a and the middle
Guide member 3-m, middle slide member 3-m and lower slide
Of one of the guide members 3-b (of the intermediate sliding portion)
V-shape for the rolling and rolling surfaces, and for both sliding and rolling surfaces
Characterized as a concave shape such as a valley surface or a cylindrical valley surface
Anti-rotation and twisting device, and restorable sliding bearing,
This is the invention of the seismic isolation structure. FIGS. 443 to 44
5 is the upper slide member 3-a of FIGS.
Middle slide member 3-m, middle slide member 3-m
And an intermediate sliding portion between the lower sliding member 3-b.
To insert rolling elements such as sliding material or rollers and balls.
And an upper slide member 3-a and a lower slide portion
Sliding of the inner guide portion 3-g and the groove 3-gi of the material 3-b.
Make the rolling surface concave like V-shaped valley surface or cylindrical valley surface
It is a sliding bearing with restoration performance. FIG.
48 to 449, similarly, the upper slides of FIGS.
Ride member 3-a, intermediate part slide member 3-m, intermediate part
Between the slide member 3-m and the lower slide member 3-b
In addition, as an intermediate slide, a slide or roller
Rolling elements such as 5-f and 5-e
Guide member 3-a and inner guide portion of lower slide member 3-b
3-g Also, the sliding / rolling surface of the groove 3-gi has a V-shaped valley surface
Or use a concave shape such as a cylindrical valley surface to provide a smooth
It was a bearing. 455 to 457 correspond to FIG.
46 to FIG. 447, the upper slide member 3-a and the middle slide
Guide member 3-m, middle slide member 3-m and lower slide
Sliding member as an intermediate sliding portion between the sliding member and the guide member 3-b
Or insert rolling elements such as roller balls 5-f and 5-e.
And the inner guide portion 3- of the intermediate slide member 3-m.
The sliding / rolling surface of the groove 3-gi for inserting g is V-shaped valley surface
Shaped or concave shape such as cylindrical valley surface with restoration performance
It is a sliding bearing. Also, prevention of pulling out (4)
It is also a device combined type. (4) The pull-out prevention device combined type The claims 244-3-4 are the claims 244-3 to the claims 244-3-4.
Item 244-3-3.
It is a type that also serves as a pull-out prevention device.
Hook that fits into the groove and cannot be pulled out vertically
(Or catching part)
Characteristic rotation / torsion prevention device, pull-out prevention device
It is an invention of a sliding bearing and a seismic isolation structure thereby. Figure
450 to 454 are examples of the embodiment. Fig. 450-Fig.
452 is the rotation / twist prevention device of FIGS.
It is also used as a pull-out prevention device. 440 to 442
The inner guide part 3-g of the middle seismic isolation plate 3-m of the device of
Groove of (side) seismic isolation plate 3-a or lower (side) seismic isolation plate 3-b
For 3-gi, there is a hook (or hook)
If you can not fit in the vertical direction
It is. Upper (side) as the shape of the inner guide 3-g
Groove 3-g of seismic isolation plate 3-a or lower (side) seismic isolation plate 3-b
T-shaped, L-shaped, inverted triangular, etc.
Hook (or pull
It is sufficient if the shape has a hanging portion. FIG. 450-
The shape of the inner guide portion 3-g in FIG. 452 is T-shaped.
I have. FIGS. 453 to 454 correspond to the rotations of FIGS. 446 to 447.
It is also used as a pull-out prevention device of a roll / twist prevention device.
The upper slide member 3-a of the apparatus of FIGS.
The inner guide portion 3-g of the lower slide member 3-b is
Hook portion for the groove 3-gi of the slide member 3-m
(Or catching part)
This is the case when it is hard to pull out. Inner guide 3-g
As the shape of the groove 3-gi of the intermediate slide member 3-m
, T-shaped, L-shaped, inverted triangle type, etc.
Hook (or hook) so that it does not fall out vertically
It is sufficient if it has a shape having a weighing portion). FIG. 453 to FIG.
The shape of the inner guide portion 3-g of 454 is T-shaped.
You. Further, FIG. 443 of the restoring type sliding bearing combined type shown in FIG.
445 and 448 to 449 are both drawn.
It is conceivable that the device also serves as a pullout prevention device. 443 to 445
The inner guide part 3-g of the middle seismic isolation plate 3-m of the device is
Groove of (side) seismic isolation plate 3-a or lower (side) seismic isolation plate 3-b
3-gi has a hook (or hook)
If it is stuck in the vertical direction
It is. As the shape of the inner guide 3-g, the upper (side)
Groove 3-gi of shake plate 3-a or lower (side) shake plate 3-b
T-shaped, L-shaped, inverted triangular, etc.
Hook (or hook) so that it does not fall out vertically
It is sufficient if it has a shape having a weighing portion). FIG. 448 to FIG.
449, upper slide member 3-a and lower slide member 3-a.
The inner guide portion 3-g of the sliding member 3-b is an intermediate portion sliding portion.
The hook (or hook) is inserted into the groove 3-gi of the material 3-m.
Squeeze part)
Is the case. As the shape of the inner guide portion 3-g,
T-shape for the groove 3-gi of the intermediate slide member 3-m
Type, L-shape, inverted triangle type, etc.
Has a hooking part (or hooking part) that disappears
Any shape is acceptable. 455 to 457 correspond to FIG.
53 to 454 in addition to the pull-out prevention device / type device
(3) It is a restorable type sliding bearing and combined type. FIG.
72 to 474 show the outer guide portions of FIGS. 437 to 439.
Without, the inner guide part becomes a pull-out prevention member, and the upper part
For the (side) seismic isolation plate 3-a and the lower (side) seismic isolation plate 3-b
With a hook (or hook)
In addition to the pull-out prevention device combined type device, the restoration type of (3)
It is a sliding bearing combined type. 475 to 477
Is that only the inner guide portion in FIGS.
It becomes a stop member, upper (side) seismic isolation plate 3-a and lower (side)
Hook (or hook) for seismic isolation plate 3-b
Type, which is also used as the outer guide type and pull-out prevention device
In addition to the mold, the device of (3) is also used as the restoring type
It is a thing. 10.1.2. 244. The roller type is a device for preventing rotation and twisting according to claim 244.
The upper slide member, lower slide member, middle
Intermediate slide member (when there are multiple layers of intermediate slide members)
In the case, the slide members of the middle slide member)
In the case where the rollers are sandwiched between the rollers,
Deviation due to slip on the roller rolling surface of
Degree), groove type (weak suppression ability), gear
There is a type (strong suppression ability). If there is no deviation,
This can be suppressed. 10.1.2.1. The rotation / twist prevention device 3 (groove type) In claims 244-4, claims 244 through 24.
In the rotation / twist prevention device according to the item 4-3-4,
Slide member, lower slide member, middle slide member
(If there are multiple layers of intermediate section slide members,
Roller between the slide members
Between the roller and the roller rolling surface of the slide member
Of the groove in one of the
(A part) is provided.
Anti-rotation and twisting devices, and sliding bearings,
This is the invention of a seismic isolation structure. FIG. 478 shows the embodiment.
Yes, triple (and triple or more) as shown in FIGS.
Seismic isolation plate seismic isolation plate 3-a, upper (side) of sliding bearing
Roller for lower (side) seismic isolation plate 3-b, middle seismic isolation plate 3-m
Rail-shaped guide portion (convex portion) 3-l on 5-f rolling surface
And its guide portion (convex portion) 3-l on the roller 5-f side.
This is a case where a groove 5-fl to be inserted is provided. In addition,
FIG. 478 shows the upper (side) seismic isolation plate 3-a and the lower (side) seismic isolation plate.
The example in the dish 3-b is shown. Intermediate seismic isolation plate 3-
In the case of m, rail-shaped
The guide part (convex part) 3-l is orthogonal to the upper and lower surfaces
Provided. Also, guide the roller 5-f on the rolling surface.
Part (convex part) insertion groove on the roller 5-f side with its guide part
There is also the opposite case where the (protrusions) are provided. In addition, Guy
The groove and the groove are not
If the distance between the guides and grooves is large,
It is effective. In addition, instead of a roller, a guide section or
A long sliding member that straddles the groove is also possible. This departure
Akira not only prevents rotation and torsion, but also
It is also possible to prevent displacement. Roller misalignment
Roller moves in the sliding direction due to slip during seismic isolation
And obliquely prevent it (4.3. (9)
reference). 10.1.2.2.2. The rotation / twist prevention device 4 (gear type) The claims 244-5 are the claims 244 to 24.
The rotation and torsion prevention device according to item 4-4, wherein the upper
Guide member, lower slide member, middle slide member (medium
If there are multiple layers of intermediate slide members,
Roller between the sliding members
The rack on the roller rolling surface of the slide
Around the rack, provide teeth (gears) that mesh with the rack.
Rotation and torsion prevention characterized by comprising:
Stopping devices and sliding bearings, and thereby the release of seismic isolation structures
It is clear. FIG. 479 is an example thereof, and FIGS.
Mie (or more than Mie) seismic isolation plate seismic isolation device such as Fig. 429
Upper (side) base isolation plate 3-a, lower (side) base isolation plate of sliding bearing
3-b, Rolling surface of roller 5-f of the middle seismic isolation plate 3-m
And the rack 3-r on the roller 5-f side.
This is a case where a gear 5-fr meshing with r is provided. This
The invention of not only prevents rotation and torsion, but also
Can be prevented. Roller misalignment
Is the position shift due to slip during seismic isolation.
Prevent the screen from being inclined with respect to the sliding direction.
(Refer to 4.3. (8)). 10.1.2.1. Groove type, 1
0.1.2.2. Pull out prevention for both gear types (upper and lower
Multi-layer seismic isolation plate with ride members and parts)
Prevents the slide member from rising from the roller rolling surface
As a result, the effect of preventing rotation and twisting increases. 10.2. Rotation suppression 10.2.1. Item 245 is the rotation / torsion described above (described in 10.1).
The seismic isolation structure whose rotation was suppressed by the anti-shrink device
It is an invention. The fixing device (the fixing device according to 8. or other fixing device)
Including a fixing device for preventing wind sway, etc.), and 10.1. Record
The seismically isolated structure and seismic isolation
Between the supporting structure and the supporting structure. That
Thus, wind sway can be prevented with a single fixing device. Fixed
Minimize the number of devices, preferably one, to prevent rotation and twisting
To minimize the number of devices, seismic isolation of fixed devices
At the center of the structure, a structure that is seismically isolated from the rotation and torsion prevention device
It is good to arrange in the peripheral part of the structure. Generally, fixed equipment
At least one piece at the center of the structure to be seismically isolated
Install the anti-shake device around the structure to be seismically isolated (diagonal position
And (2) at least two. I say "Immunity"
`` The center of the structure to be shaken '' is the weight of the structure to be isolated.
It is not the heart, it is just the center, sometimes
Is a seismically isolated structure in which a rotation and twist prevention device is installed.
Inside the periphery of the body (close to the center of the seismically isolated structure)
That may be the meaning. Here, "Around the seismically isolated structure
The “edge” is the location of the anchoring device of the seismically isolated structure.
Outside (close to the periphery of the seismically isolated structure)
(Refer to 8.12. (6)). 10.2.2. The rotation suppression ability calculation formula The claims 246 to 246-3 are the claims 245.
Seismic isolation structure that serves as a fixing device and a rotation / torsion prevention device
In the structure, the members based on the following calculation of the rotation suppression capacity
The invention relates to a rotation / torsion prevention device based on a cross section.
This is the invention of the seismic isolation structure by using it. (1) Formula for calculating rotation suppression capability 10.1. In the described rotation / twist prevention device,
The rotation and torsion prevention device consists of an upper slide member and a lower slide
And a middle slide member.
The lower slide member is seismically isolated on the side of the
Provided on the side of the structure that supports the structure to be
The slide member enters. The upper slide member is
In the relationship between the guide member and the lower slide member,
Allows only parallel movement in the short side direction, and the lower slide member
Indicates the relationship between the intermediate slide member and the upper slide member.
Only allow for parallel movement in the long side direction or short side direction.
You. A device to prevent rotation and twist of the seismically isolated structure is provided.
Assuming that the plane is a rigid floor, wind pressure causes rotation
Structure and seismic isolation before rotation suppression works
Between the supporting structure and the supporting structure
The movement by the turning angle φ occurs, and the movement by the turning angle φ is long.
Decomposed into translation and rotation in the side and short sides
The rotation and torsion prevention device is used until rotation suppression works.
Is shifted by the amount of parallel movement,
The length l, which engages with each other, is actually
When working, the translation from the initial state l by the rotation angle φ
Works with reduced momentum. At this time, the dimensions of each part
0.1.1.1. Rotation / torsion prevention device 1 (outer guide type)
Then, the width of the one of the slide members that is inserted inside: t The length of each slide member (the slide portions engage with each other)
Height: l When the allowable rotation angle is reached, the upper slide member and the middle
Length of the guide member (the slide portions engage each other): l
1 When the allowable rotation angle is reached, the lower slide
Length of the guide member (the slide portions engage each other): l
2 Clearance (one side): d (the same applies hereinafter) 10.1.1.2. Rotation / torsion prevention device 2
In the (id type), the width of the inner guide portion: t The width of the groove into which the inner guide portion is inserted: (t + 2d) The length of engagement between the inner guide portion and the groove into which the inner guide portion is inserted
Height: l When the allowable rotation angle is reached, the upper slide member and the middle
Length of the guide member (the slide portions engage each other): l
1 When the allowable rotation angle is reached, the lower slide
Length of the guide member (the slide portions engage each other): l
2, the upper slide member and the intermediate slide member
Rotation angle between φ1, lower slide member and middle slide part
The rotation angle φ2 with the material can be expressed as φ1 = 2d / l1 (1) φ2 = 2d / l2 (2) φ1 + φ2 = φ (3) The distance from the fixed device to each device
r, the long side of the plane on which the rotation / twist prevention device is provided or
From a fixed device based on the short side to each rotation / twist prevention device
Is the angle of γ, l1 = l−r · φ · | cosγ | (4) l2 = l−r · φ · sinγ | (5) (| cosγ | is the cosγ , | Si
nγ | indicates the absolute value of sinγ. By reference line, co
sγ and sinγ may be interchanged). At this time
From the expressions (1) to (5), 2 · d · {1 / (l−r · φ · | cosγ |) + 1 / (l−r · φ · | sin γ |)} = φ (6) Can determine the allowable rotation angle φ, and φ is a sufficiently small value
Then, φ ・ 4 · d · l / (l ＾ 2 + 2 · d · r) (7) Here, for example, long side 10 m, short side 7.5
In the plane of m, rotation and screw of l = 300mmd = 0.5mm
When the anti-shrink device is placed at the corner of the plane and the midpoint of the four sides
Assuming that φ is about 7/1000 to 7.4 / 1000
It falls within the range of degrees. This is actually due to base deflection, etc.
It is considered that the difference is in the range of absorption. Rotation and twist
Assuming that the plane on which the anti-shock device is installed is a rigid floor, the rotation angle
Since φ is equal in all rotation and torsion prevention devices,
The rotation angle of the outer device is higher than that of the device closer to the fixed device
The amount of movement due to φ is large.
Part slide member or lower slide member, and intermediate part slide
Length with the sliding member (the sliding part engages with each other) is small
Please. Here, on the rotation and torsion prevention device
Slide member (upper seismic isolation plate) or lower slide member
The length of the (lower seismic isolation plate) is estimated based on the amount of movement depending on the rotation angle φ.
If you give it a large (lower upper slide member extension type
When the allowable rotation angle is reached in this device,
Ride member or lower slide member, intermediate slide part
The length with the material (the slide part engages with each other) is the middle part
Determined only by the length of the vertical slide of the slide member.
That is, it is always possible to set it to 1. Or outer periphery
The anti-rotation device installed near the
Take l larger than the equipment installed outside, or d
Or reduce the size of the equipment installed near the center.
When the rotation angle is allowed to reach the allowable limit before
Also, rotation can be suppressed by the peripheral device,
The cross section of the dividing member can be reduced. 10.1.2.
1. In the rotation / twist prevention device 3 (groove type), the roller radius is R. The guide on the roller rolling surface (or roller surface)
Part width: t Roller surface (or roller surface) to guide part
To the end of the roller: h of the groove provided on the roller (or roller rolling surface)
Width: (t + 2d) A straight line between the tip of the guide and the circle formed by the roller cross section
Cut the length of the string (or the circle formed by the guide)
-The length of the chord cut by the straight line formed by the roller rolling surface): l When the roller has a groove: l = 2 x √ (R ＾ 2-
(R−h) ＾ 2) When the roller has a guide portion: l = 2 × √ ((R +
h) {2-R} 2), the upper slide member and the intermediate slide member
Rotation angle between the lower slide member and the middle slide member
The rotation angle between is the angle of rotation φ
It is φ / 2 irrespective of the position of the rotation / torsion prevention device, and the following relationship holds: l · tan (φ / 2) + t / cos (φ / 2) = t + 2d (8) This φ is set by setting φ
If t / l does not become excessive in this case, it can be approximated as φ = 4d / l (9). Rotation / torsion prevention device 2 (inner guide type),
Combination of guide and groove with rotation / torsion prevention device 3 (groove type)
The case where there are a plurality of seams is as follows. It
The relationship between t, d, and l is the same for each guide and groove.
In the case of through, the outermost surfaces of the two guides located at the
Distance: t 'Distance from the outer surface of the two outermost grooves to the outer surface: (t' +
2d), and t ′ is regarded as the total t, and the entire allowable rotation angle
Calculate φ '. However, at this time, t '/
l becomes large and cannot be sufficiently approximated by the above approximation formula
There are cases. T and d for each guide and groove
If the relationship between l and l is different,
Allowable rotation angle for part and groove (combination of guide part and groove
If there are three or more sets, include the allowable rotation angle for that combination.
), The smallest φ is the overall φ. Ma
10.2.2.2. Rotation / torsion prevention device 4 (gear
Type) is permitted because no slip occurs due to the mechanism.
It is assumed that the rotation angle φ is 0. (2) Member cross-section calculation A rectangular plane seismically isolated structure with a rotation / torsion prevention device
At the center of the seismic isolated structure.
The rotation and twist of this construction surface when placed
Calculate the cross section of the member to be used. Wind pressure F is seismically isolated
Acts unevenly on the pressure receiving surface of the structure, thereby
It is assumed that a rotational moment M having a center is generated. This F
The structure to be seismically isolated by M and M is rotated by the allowable rotation angle φ.
It turns, but when it reaches the rotation angle φ, the rotation and twist prevention device
Acts to suppress further rotation. At this time the wind pressure
Horizontal force is applied to each device by F and rotational moment M.
F ′ and a rotational moment M ′ are generated, and the plane is defined as a rigid floor.
Assuming, the rotational moment M about the fixed device
When rotation is suppressed by the rotation / twist prevention device n, M
Is it evenly distributed to the anti-rolling / twisting device regardless of the position?
M ′ that each rotation / torsion prevention device bears is the entire rotation
The moment M is divided into n equal parts. From the fixing device
Assuming that the distance to the rotation and twist prevention device is r, the rotation and twist
F 'and M' that the protection device bears are as follows: M '= M / n (10) F' = M '/ r = M / (n · r) (11) For components of rotation / torsion prevention devices that bear these
The section of the member is calculated for the applied load P. 1) Rotation / torsion prevention device 1 (outer guide type) FIG.
0.1.1.1. Rotation / torsion prevention device 1 (outer guide type,
FIG. 4 is an embodiment relating to (Claim 244-2).
334 (d) and 435 (f)
3 shows a guide slide member 3-g. Up and down
Load P acting on the guide part 3-d of the id slide member / part
From bending stress, shear stress and deflection angle
Calculate the surface. Intermediate slide member (up and down guide slide
Guide member 3-d (length)
h, width b, thickness t) are considered to be cantilever. Where h is a guy
The protruding length of the guide part 3-d, t is the thickness of the guide part 3-d
That's it. b is an intermediate slide member (vertical guide slide
Guide member), upper slide member
(Upper seismic isolation plate) 3-a, lower slide member (lower seismic isolation)
Dish) 3-b is rotated by angles φ1 and φ2, respectively.
Intermediate slide member (guide of vertical guide slide member)
Part) is the width of the part in contact with 3-d. Corner of this part
So that the length of the portion corresponding to the hypotenuse is b.
Chamfer in advance at angles φ1 and φ2, and set the contact area.
There are times when it is kept. FIGS. 436 (b) and (c) show the upper part.
Slide member (upper seismic isolation plate) 3-a and lower slide part
Material (lower seismic isolation plate) 3-b and intermediate slide member (up and down
Guide slide member) Due to the relationship with 3-g, chamfering is performed.
This shows b in the case where the error occurs. a. Bending rotation and torsion prevention device, horizontal force F ', rotational moment
When M 'is loaded, the vertical guide slide member / part
The maximum load P acting on the minute guide portion 3-d is P = M ′ / (l−r · φ) + F ′ / 2 (12) Bending moment Mb = P · h) Section modulus Z = b
・ When t ＾ 2/6, the vertical guide slide member
The bending stress σ of the cantilever in the id portion 3-d is the short-term
Σ = Mb / Z = ((M ′ / (l−r · φ) + F ′ / 2) · h) / (b · t ＾ 2/6) = 6 · ｛(( M ′ / (l−r · φ) + F ′ / 2) · h｝ / (b · t ＾ 2) ≦ fb (13) Thereby, the thickness t of the cross section becomes
Using the equation (7), t ≧ {6 ((M ′ / (l−r · φ) + F ′ / 2) · h / (b · fb)} = {6 ((M ′ / (l− 4 · d · r · l / (l ＾ 2 + 2 · d · r)) + F ′ / 2) · h / (b · fb)｝ (13 ′) b. Vertical guides when shear force Q = P and cross-sectional area A = bt
Shear of cantilever of guide part 3-d of ride member / part
The stress τ is τ = 3/2 · Q / A = 3/2 · (M ′ / (l−r · φ) + F ′ / 2) / (b ·) with respect to the short-term allowable shear stress fs of the steel material. t) ≦ fs (14) Thereby, the thickness t of the cross section becomes
Using equation (7), t ≧ 3/2 · (M ′ / (l−r · φ) + F ′ / 2) / (b · fs) = 3/2 · (M ′ / (1−4 · d) R · l / (l ＾ 2 + 2 · d · r) + F ′ / 2) / (b · fs) (14 ′) c.Vertical guide slide member with deflection angle P. Guide part 3-
The maximum value δ of the deflection angle of the cantilever in d is the Young's modulus of the steel material.
E, when the moment of inertia of area I = bt ＾ 3/12,
Assuming that the deflection angle is α, δ = P · h ＾ 2 / (2EI) = (M ′ / (l−r · φ) + F ′ / 2) · h ＾ 2 / (2 · E · b · t ＾ 3 / 12) = 6 · (M ′ / (l−r · φ) + F ′ / 2) · h ＾ 2 / (E · b · t ＾ 3) ≦ α (15) Thereby, the thickness t of the cross section becomes
Using the equation (7), t ≧ ｛6 ｛(M ′ / (l−r ・ φ) + F ′ / 2) ・ h ＾ 2 / (E ・ b ・ α)｝ ＾ (1/3) = ｛6・ (M ′ / (l−4 · d · r · l / (l ＾ 2 + 2 · d · r) + F ′ / 2) · h ＾ 2 / (E · b · α)｝ ＾ (1/3) (15 ') where the long side 10 is used as an example.
m, the long side is included for a planar structure with a short side of 7.5 m.
The wind pressure of F = 10tf is evenly distributed on one half of the pressure receiving surface.
It is assumed that the weight is added. At this time, fix the fixing device
The rotational moment M as the center is 25 tf · m. this
On a plane, attach a rotation and torsion prevention device to the corner of the plane and the midpoint of the four sides.
In this example, when the rotation is suppressed by providing a total of eight
Then, the shortest distance from the center of rotation to the rotation / torsion prevention device
Is 3.75 m, so that in formulas (10) to (11)
M = 25tf · m, n = 8, r = 3.75m,
M ′ = 25/8 = 3.125 tf · m = 312.5 tf · cm (16) F ′ = M ′ / 3.75 = 0.83 tf (17) When l = 50cm, h = 3cm, b = 6cm
Is considered, assuming that <bending> fb = 2.4, the expression (13 '), the expression (16)
From equation (17), t ≧ √ ｛6 ((M ′ / (l−4 · d · r · l / (l ＾ 2 + 2 · d · r)) + F ′ / 2) · h / (b · fb )｝ = √ ｛6 ((312.5 / (50−4 · 0.05 · 375 · 50) / (50 ＾ 2 + 2 · 0.05 · 375)) + 0.83 / 2) · 3 / (6.2 .4)｝ = 2.92 (18) <shear> fs = fb / √3 = 1.39 and (1)
4 ′) and from equations (16) to (17), t ≧ 3/2 · (M ′ / (l−4 · dr · l / (l ＾ 2 + 2 · dr) + F ′ / 2) / (B · fs) = 3/2 · ((312.5 / (50−4 · 0.05 · 375 · 50 / (50 ＾ 2 + 2 · 0.05 · 375)) + 0.83 / 2) / ( 6.1.39) = 0.82 (19) <Deflection angle> E = 2.1 × 10 ＾ 3 tf / cm ＾ 2, α
= 1/250, Equation (15 '), Equations (16) to (1)
From equation (7), t ≧ {6 · (M ′ / (l−4 · d · r · l / (l ＾ 2 + 2 · d · r) + F ′ / 2) · h} 2 / (E · b · α )｝ ＾ (1/3) = ｛6 ｛((312.5 / (50-4５０0.05 ・ 375 ・ 50 / (50 ＾ 2 + 2 ・ 0.05 ・ 375)) + 0.83 / 2) ・3 ＾ 2 / (2100/61/250)｝ ＾ (1/3) = 1.86 (20) From equations (18) to (20), l is set at the corners of the plane and on the four sides.
= 50cm or more, h = 3cm or less, b = 6cm or more times
Eight or more anti-rolling / twisting devices are arranged, and t = 3cm or more.
If it does, it can be said that it keeps. 2) Rotation / torsion prevention device 2 (inner guide type) FIGS. 437 to 457 show the 246th invention.
Of 10.1.1.2. Rotation / torsion prevention device 2 (inner guide
Type, of claims 244-3 to 244-3-4.
(Example described in any one of (1)), the guide portion
The combination of the upper slide member 3-a and the middle slide
Guide member, lower slide member 3-b and intermediate slide portion
Intermediate slide member 3-m with one set between members 3-m
The inner guide portion 3-g has an upper slide member 3-a and a lower portion.
When the slide member 3-b has a groove 3-gi, respectively.
It is. Acts on the inner guide 3-g of the intermediate slide member
From load P, consider bending stress, shear stress and deflection angle
Calculate the member cross section. Inner guide of intermediate slide member
The part 3-g is regarded as a cantilever having a length h, a width b, and a thickness t. b
Is the upper slide member with respect to the intermediate slide member 3-m.
(Upper seismic isolation plate) 3-a, lower slide member (lower seismic isolation)
Dish) 3-b rotates by angles φ1 and φ2, respectively,
Each groove 3-gi is in the middle slide member 3-m.
This is the width of the portion that comes into contact with the guide portion 3-g. Of this part
The angle is adjusted so that the length of the portion corresponding to the hypotenuse is b.
Chamfer in advance at angles φ1 and φ2, respectively, and
It may be provided in some cases. a. Bending rotation and torsion prevention device, horizontal force F ', rotational moment
If M ′ is charged, the inner slide of the intermediate slide member
The maximum load P acting on the id portion 3-g is P = M ′ / (l−r · φ) + F ′ / 2 (12). Bending moment Mb = Ph, section modulus Z = b
When t ＾ 2/6, the bending stress σ of the cantilever is steel
Σ = Mb / Z = ((M ′ / (l−r · φ) + F ′ / 2) · h) / (b · t ＾ 2/6) = 6 · ｛ ((M ′ / (l−r · φ) + F ′ / 2) · h｝ / (b · t ＾ 2) ≦ fb (21) Thereby, the thickness t of the cross section becomes
Using the equation (7), t ≧ {6 ((M ′ / (l−r · φ) + F ′ / 2) · h / (b · fb)} = {6 ((M ′ / (l− 4 · d · r · l / (l ＾ 2 + 2 · d · r)) + F ′ / 2) · h / (b · fb)｝ (21 ′) b. When the force Q = P and the cross-sectional area A = bt,
The shear stress τ is the short-term allowable shear stress fs of steel.
On the other hand, τ = 3/2 · Q / A = 3/2 · (M ′ / (l−r · φ) + F ′ / 2) / (b · t) ≦ fs (22) . Thereby, the thickness t of the cross section becomes
Using equation (7), t ≧ 3/2 · (M ′ / (l−r · φ) + F ′ / 2) / (b · fs) = 3/2 · (M ′ / (1−4 · d) R · l / (l ＾ 2 + 2 · d · r)) + F ′ / 2) / (b · fs)... (22 ′). c. The maximum value δ of the deflection angle of the cantilever according to the deflection angle P is determined by the
Rate E, the second moment of area I = bt ＾ 3/12
Where δ = P · h ＾ 2 / (2EI) = (M ′ / (l−r · φ) + F ′ / 2) · h ＾ 2 / (2 · E · b · t) ＾ 3/12) = 6 · (M ′ / (l−r · φ) + F ′ / 2) · h ＾ 2 / (E · b · t ＾ 3) ≦ α (23) . Accordingly, the thickness t of the cross section is t ≧ {6 ｛(M ′ / (l−r ・ φ) + F ′ / 2) ・ h ＾ 2 / (E ・ b ・ α)｝ ＾ (1/3) = ｛ 6. (M '/ (l-4.dr.l / (l@2+2.dr.)) + F' / 2) .h {2 / (E.b..alpha.)} (1/3 ) (23 '). For example, 10.2.2.
(2) 1) In case of rotation / torsion prevention device 1 (outer guide type)
Assuming that F ′ = 0.83 tf, M ′ = 31
2.5tf · m, n = 8, r = 3.75m, l = 50c
Considering the case where m, h = 3 cm and b = 6 cm, assuming that <bending> fb = 2.4, equations (16) to (17)
From equation (21 ′), t ≧ √ ｛6 ((M ′ / (l−4 · d · r · l / (l ＾ 2 + 2 · d · r)) + F ′ / 2) · h / (b · fb )｝ = √ ｛6 ((312.5 / (50−4 · 0.05 · 375 · 50 / (50 ＾ 2 + 2 · 0.05 · 375)) + 0.83 / 2) · 3 / (6.2 ...) = 2.92 (24) <Shear> fs = fb / √3 = 1.39 and (1)
From equations (6) to (17) and (22 ′), t ≧ 3/2 · (M ′ / (l−4 · dr · l / (l ＾ 2 + 2 · dr) + F ′ / 2) /(B·fs)=3/2·((312.5/(50−4·0.05·375·50/(50＾2+2·0.05·375))+0.83/2)/ (6-1.39) = 0.82 (25) <Deflection angle> E = 2.1 × 10 ＾ 3 tf / cm ＾ 2, α
= 1/250, Equations (16)-(17), (2
From equation (2 ′), t ≧ {6 · (M ′ / (1−4 · d · r · l / (l ＾ 2 + 2 · d · r) + F ′ / 2) · h} 2 / (E · b · α )｝ ＾ (1/3) = ｛6 ｛((312.5 / (50-4５０0.05 ・ 375 ・ 50 / (50 ＾ 2 + 2 ・ 0.05 ・ 375)) + 0.83 / 2) ・3 ＾ 2 / (2100 ・ 1/250)｝ ＾ (1/3) = 1.86 (26) From equations (24) to (26), l is set at the corner of the plane and on the four sides.
= 50cm or more, h = 3cm or less, b = 6cm or more times
Eight or more anti-rolling / twisting devices are arranged, and t = 3cm or more.
It can be said that it will be kept. 3) Rotation / torsion prevention device 3 (groove type) FIG. 478 is an embodiment of the invention of claim 246-2.
10.1.2.1. Rotation / torsion prevention device 3 (groove type,
Claim 244-4), wherein the upper slide
Of the slide member, lower slide member, and intermediate slide member
A rail-shaped guide portion 3-l is provided on the rolling surface of the rail 5-f.
Groove 5 into which the guide portion 3-l is inserted into the roller 5-f
fl in each case. Roller 5-f
The rail-shaped guide is inserted from the groove 5-fl into which the
The bending force is calculated from the load P acting on one
Consider the force, shear stress and deflection angle and calculate the section of the member.
U. The rail-shaped guide portion 3-1 has a length h, a width 1 and a thickness t.
Consider it as a cantilever. a. Bending rotation and torsion prevention device, horizontal force F ', rotational moment
When M ′ is borne, the rail-shaped guide portion 3-1
Is at most P = M ′ / (2 · l) + F ′ / 4 (12 ′). Bending moment Mb = Ph, section modulus Z = 1
When t ＾ 2/6, the bending stress σ of the cantilever is steel
Σ = Mb / Z = ((M ′ / (2 · l) + F ′ / 4) · h) / (l · t ＾ 2/6) = 6 · ｛(M '/ (2 · l) + F' / 4) · h｝ / (l · t ＾ 2) ≦ f b (27) Accordingly, the thickness t of the cross section needs to be t ≧ {6 ((M ′ / (2 · l) + F ′ / 4) · h / (l · fb)}... (27 ′) B.Shear When the shear force Q = P and the cross-sectional area A = l · t,
The shear stress τ is the short-term allowable shear stress fs of steel.
On the other hand, the following relationship is satisfied: τ = 3/2 · Q / A = 3/2 · (M ′ / (2 · l) + F ′ / 4) / (lt · t) ≦ fs (28) Accordingly, the thickness t of the cross section needs to be t ≧ 3/2 · (M ′ / (2 · l) + F ′ / 4) / (l · fs) (28 ′). c. Torsional shear Shear force Q = P, cross-sectional area A = 1t, torsional moment
When MT = M '/ 4, the rectangular cross section (side length) of the cantilever
l, t) is the rectangular section
Β is a coefficient determined by the ratio of the two sides of the surface
Sum of the average shear stress r '' of the portion where the shear stress is applied
For the short-term allowable shear stress fs of steel
Τ ′ + τ ″ = MT / (β · l · t ＾ 2) + Q / A = (M ′ / 4) / (β · l · t ＾ 2) + (M ′ / (2 · l) + F '/ 4) / (l · t) ≦ fs (29) Accordingly, the thickness t of the cross section is t ≧ [(M ′ / (2 · l) + F ′ / 4) / l + {((M ′ / (2 · l) + F ′ / 4) / l)} 2 + M '· Fs / (β · l)｝] / (2 · fs)... (29 ′). d. Deflection angle above the cantilever
The maximum value δ of the deflection angle depends on the Young's modulus E of the steel material and the section secondary mode.
When the element I = lt ＾ 3/12, the allowable deflection angle α is
Then, δ = P · h ＾ 2 / (2EI) = (M ′ / (2 · 1) + F ′ / 4) · h ＾ 2 / (2 · E · l · t ＾ 3/12) = 6 (M ′ / (2 · l) + F ′ / 4) · h ＾ 2 / (E · t · 3) ≦ α (30) Accordingly, the thickness t of the cross section is t ≧ {6 · (M ′ / (2 · l) + F ′ / 4) · h} 2 / (E · l · α)} (1/3) (30) ') Is required. For example, 10.2.2.
(2) 1) In case of rotation / torsion prevention device 1 (outer guide type)
Assuming that F ′ = 0.83 tf, M ′ = 31
2.5tf · cm, n = 8, R = 7cm, h = 3cm
Considering the case, l = 2 × {(R {2- (R-h)}}
2) = 11.49 cm, <bending> fb = 2.4, and equations (16) to (17):
From the expression (27 ′), t ≧ {6 ((M ′ / (2 · l) + F ′ / 4) · h / (l · fb)} = {6 ((312.5 / (2 · 11. 49) + 0.83 / 4) · 3 / (1 1.49 · 2.4)｝ = 3.00 (31) <shear> fs = fb / √3 = 1.39 and (1
From equations (6) to (17) and (28 ′), t ≧ 3/2 · (M ′ / (2 · l) + F ′ / 4) / (1 · fs) = 3/2 · ((312. 5 / (2 · 11.49) + 0.83 / 4) / (1 1.49 · 1.39) = 1.30 (32) <Torsion shear> fs = 1.39, β = 0.25 age
From equations (16) to (17) and equation (29 ′), t ≧ [(M ′ / (2 · l) + F ′ / 4) / l + √ ｛((M ′ / (2 · l) + F '/4)/l){2+M'·fs/(β·l)}]/(2·fs)=[(312.5/(2·11.49)+0.83/4)/11.49+ {((312.5 / (2 · 11.49) + 0.83 / 4) /11.49) {2 + 312.5 · 1.39 / (0.25 · 11.49)}] / (2・ 1.39) = 4.88 (33) <deflection angle> E = 2.1 × 10 ＾ 3tf / cm ＾ 2, α
= 1/250, Equations (16)-(17), (3
From equation (0 ′), t ≧ {6 ・ (M ′ / (2 ・ 1) + F ′ / 4) ・ h ＾ 2 / (E ・ 1αα)｝ ＾ (1/3) = ｛6 ・ (312. 5 / (2 · 11.49) + 0.83 / 4) · 3 ＾ 2 / (2100 · 11.49 · 1/250)｝ ＾ (1/3) = 0.88 (34) (31) From Equations (34), R is defined at the corner of the plane and on the four sides.
= 7cm or more, h = 3cm or less
It is said that if eight or more pieces are arranged and t = 4.9 cm or more, they will be kept.
I can. 4) Rotation / torsion prevention device 4 (gear type) FIG. 479 is an embodiment of the invention of claim 246-3.
10.2.2.2. Rotation / torsion prevention device 4 (gear
Guide, which is related to the mold, described in claim 244-5)
The combination of the part and the groove makes the upper slide member and the middle part slide
Between the lower slide member and the intermediate slide member
This is the case when there are pairs. Set on the rolling surface of roller 5-f
The rack 3-r and the rack provided on the roller 5-f.
Works with one set of gear 5-fr engaging with 3-r
Due to the load P, the rack 3-r and the teeth of the gear 5-fr are separated.
Bending stress when regarded as a cantilever, rack 3-r and gear 5
-Fr when two tooth surfaces in contact are considered as two cylinders in contact
Examine the tooth surface strength and calculate the member cross section. a. Bending rotation and torsion prevention device, horizontal force F ', rotational moment
If M ′ is borne, rack 3-r and its rack
The load P acting on the gear 5-fr meshing with the gear 3-r is maximum.
And P = M ′ / (2 · b) + F ′ / 4 (12 ″). Bending stress at the root of rack 3-r and gear 5-fr
The degree σF is the tangential load P on the meshing pitch circle, the rack 3
-R and the module m of the gear 5-fr and the tooth width b
ΣF = P · Y · Yε · Ks · KA · Kv · Kβ / (mb · cosα) = (M ′ / (2 · b) + F ′ / 4) · Y · Yε · Ks · KA · Kv · Kβ / (mb · cosα) ≦ fF (35) Accordingly, the tooth width b is b ≧ [F ′ / 8 + {(F ′ / 4)} 2 + 2 · M ′ · FG} / 2] / FG FG = (fF · m · cosα) / (Y · Yε · Ks · KA · Kv · Kβ) ... (35 '). Where α: meshing pressure angle Y: tooth profile coefficient Yε: meshing rate coefficient Ks: notch coefficient KA: use coefficient KV: dynamic load coefficient Kβ: tooth contact coefficient b. Tooth surface strength Contact between two tooth surfaces where rack 3-r and gear 5-fr contact
The force (Hertz stress) σH is the tangential load on the meshing pitch circle.
Heavy P, engagement pitch circle of rack 3-r and gear 5-fr
When the diameter dω, the tooth width b, and the tooth number ratio u,
ΣH = √ [P · (u + 1) / (dω · bu · u)] · ZH · ZE · √ [KA · KV · Kβ] · SH = √ [(M '/ ( 2 · b) + F ′ / 4) · (u + 1) / (dω · bu · u)] · ZH · ZE · √ [KA · KV · Kβ] · SH ≦ fH (36) Accordingly, the tooth width b is b ≧ [F ′ / 8 + {(F ′ / 4)} 2 + 2 · M ′ · HG} / 2] / HG HG = (fH · dω · u) / ｛ZH · ZE · SH (U + 1)｝ (36 ′) However, ZH = 2 / √ (sin (2 · α)) ZE = √ (0.35 · E1 · E2 / (E1 + E2)) E1, E2: Vertical bullet of material of rack 3-r and gear 5-fr
Sex coefficient KA: Use coefficient KV: Dynamic load coefficient Kβ: Tooth contact coefficient SH: Safety coefficient For example, 10.2.2. (2) 1) Rotation and twist prevention device
1 (outer guide type) assuming the same plane shape and load
And the rotation and torsion prevention device at the corners of the plane and the four sides
Zero rotation is provided to suppress rotation. Rotate from center of rotation
・ If the shortest distance to the twist prevention device is 3.75m,
In the equations (10) to (11), M = 25tf · m, n =
20, r = 3.75 m, the negative of the rotation / torsion prevention device
M ′ = 25/20 = 1.25 tf · m = 125 tf · cm (37) F ′ = M ′ / 3.75 = 0.33 tf (38) ). Detect when dω = 9.6cm and m = 0.5cm
If considered, <bending> fF = 3.3, α = 20 °, Y = 2.6, Yε
= 1, Ks = 1, KA = 1, KV = 1.2, Kβ = 1
FG = (fF · m · cos α) / (Y · Yε · Ks · KA · Kv · Kβ) = (3.3 · 0.5) 0.94) / (2.6.1.1.1.1.1.2) = 0.50 b≥ [F '/ 8 + {(F' / 4)} 2 + 2.M'.FG} /2]/FG=[0.33/8+{(0.33/4)}2+2.125.0.5}/2]/0.5=11.26 (39) <Tooth surface strength FH = 8.1, α = 20 °, E1 = E2 =
2100, KA = 1, KV = 1.2, Kβ = 1, SH =
As 1.2, the equations (37) to (38) and (36 ')
HG = (fH · 7.1) / {ZH · ZE · SH · (u + 1)} = (8.1 · 9.6 · 1) / ｛2 / √ (0.64) · √ (0.35 · 2100 {2 / (2100 · 2)) · 1.2 · (1 + 1)｝ = 0.68 b ≥ [F '/ 8 + {(F' / 4)} 2 + 2 · M '· HG} / 2 ] / HG = [0.33 / 8 + {(0.33 / 4)} 2 + 2 · 125 · 0.68} / 2] /0.68=9.65 (40) (39) to (40) From the formula, R is calculated at the corner of the plane and on the four sides.
= Rotation / torsion of 9.6cm or more, module 5mm or more
Arrange 20 or more preventive devices, b = 11.3 cm or more
If it does, it can be said that it keeps. As described above, one fixing device
More than the required number of rotation / torsion prevention devices
By doing so, there is no rotation or displacement due to wind pressure,
The wind sway does not occur. 10.3. Suppression of torsional vibration 10.3.1. Suppression of torsional vibration (1) Combined use of spring-type restoring device, oil damper, etc. Time of description
Seismic isolation structure to prevent torsional vibration by installing anti-rolling / twisting device
This is an invention related to a structure. Spring type restoration equipment such as laminated rubber
Or damping devices such as viscous dampers and oil dampers
In other words, the weight of the seismically isolated structure x friction coefficient = frictional force
Reduction not due to friction type damper (friction type damping / suppression device)
For seismic isolation structures using general damping devices,
Supports seismically isolated and seismically isolated structures
And a structure to be used. The torsional vibration correction
Positive becomes possible. In addition, twisting by rotation and twist prevention device
If you want to increase the effectiveness of the suppression,
As far as possible (located diagonally)
Need to use the extension member). And keep it to a minimum
At least two diagonal positions around the seismic isolated structure
Deploy. (2) Combined use with fixing device For seismic isolation structure with fixing device installed, 10.1. (Contract
Claim 243 to Claim 244-5).
Structures that are seismically isolated from torsion prevention devices and structures that are seismically isolated
Provided between the supporting structure. Seismic isolation
Around the fixing device until the
Twist can be suppressed. Claim 248 is the seismic isolation structure
Invention. (3) Combined use with multiple fixing devices Not interlocked type (Also, interlocked type can be used together because stability increases.
(Possible) multiple arrangements of fixing devices and 10.1. Time of description
Combined use with anti-rolling and twisting device, fixing device during earthquake
Due to seismic isolation in the case of seismically operated fixing devices that are not released simultaneously
The instability is solved by the rotation and torsion prevention device,
Increase the safety of shaking control. Because it is not fixed
Multiple devices are installed, and it takes time to release the fixed device during an earthquake
Due to the difference, the fixing device at the position other than the center of gravity
It remains without being released, and even if twisting occurs,
No torsional vibration or rotational movement due to anti-rotation / torsion device
The structure to be seismically isolated is fixed.
This is because the seismic isolation starts smoothly with the release. Also,
For wind-actuated fixing devices where the fixing devices are not fixed simultaneously in the wind
Instability such as rotation due to wind when all are not fixed
Is solved by the rotation / twist prevention device (8.12.
(See (7)). Claim 248-2 is the invention.
You. 10.3.2. Formula for calculating torsional vibration suppression capability Claims 249 to 249-3 describe the following torsion:
Rotation and torsion by member cross section based on vibration suppression capability calculation
The present invention relates to an anti-vibration device and a seismic isolation structure using the invention
The invention of the body. (1) Formula for calculating torsional suppression ability 10.1. In the rotation and torsion prevention device described,
The twist prevention device consists of an upper slide member and a lower slide
Material, middle slide member, upper slide member
The lower slide member is isolated on the side of the structure to be isolated.
Provided on the side of the structure that supports the structure,
The id member enters. The upper slide member is the middle slide
Depending on the relationship between the member and the lower slide member,
Only parallel movement in the side direction is allowed, and the lower slide member is
Due to the relationship between the intermediate slide member and the upper slide member,
Only parallel movement in the side direction or short side direction is allowed. Less than
From the above structure, the seismically isolated structure is
Of the long side and short side of the structure supporting
Only movement is allowed. Rotation and twist prevention of seismically isolated structures
Assuming that the plane on which the stop device is provided is a rigid floor,
The force acting on the center of gravity of the structure
After the torsion occurs due to the rotational moment around
Seismically isolated structures and seismic isolation before rotation suppression works
Uniform allowable rotation angle between the structure and the supporting structure
Movement by φ occurs, and the movement by this rotation angle φ is on the long side
Decomposed into horizontal and short side translations and rotations
The rotation and torsion prevention device is flat by the time rotation suppression works.
A shift of the line movement occurs, and the
Length l is actually the rotation suppression function
Sometimes, the parallel movement from the initial state l by the rotation angle φ
Works with reduced. At this time, the dimensions of each part are set to 10.
1.1.1. With rotation / torsion prevention device 1 (outer guide type)
Is the width of the one of the slide members that is inserted inside: t The length of each slide member (the slide portions engage each other)
Height: l When the allowable rotation angle is reached, the upper slide member and the middle
Length of the guide member (the slide portions engage each other): l
1 When the allowable rotation angle is reached, the lower slide
Length of the guide member (the slide portions engage each other): l
2 Clearance (one side): d (the same applies hereinafter) 10.1.1.2. Rotation / torsion prevention device 2
In the (id type), the width of the inner guide portion: t The width of the groove into which the inner guide portion is inserted: (t + 2d) The length of the engagement between the inner guide portion and the groove into which the inner guide portion is inserted
Height: l When the allowable rotation angle is reached, the upper slide member and the middle
Length of the guide member (the slide portions engage each other): l
1 When the allowable rotation angle is reached, the lower slide
Length of the guide member (the slide portions engage each other): l
2, the upper slide member and the intermediate slide member
Rotation angle between φ1, lower slide member and middle slide part
The rotation angle φ2 with the material can be expressed as φ1 = 2d / l1 (1) φ2 = 2d / l2 (2) φ1 + φ2 = φ (3) From the rigidity of the seismic isolation layer to each device
Where r is the length of the plane on which the anti-rotation / twisting device is provided.
Each rotation and torsion prevention device from the rigid center based on the side or short side
Assuming that the angle to the position is γ, there is a relationship of l1 = l−r · φ · | cosγ | (4) l2 = l−r · φ · | siny | (5) (| cosγ | of cosγ, | si
nγ | indicates the absolute value of sinγ. By reference line, co
sγ and sinγ may be interchanged). At this time
From the expressions (1) to (5), 2 · d · {1 / (l−r · φ · | cosγ |) + 1 / (l−r · φ · | sin γ |)} = φ (6) Can determine the allowable rotation angle φ, and φ is a sufficiently small value
Then, φ ・ 4 · d · l / (l ＾ 2 + 2 · d · r) (7) Here, for example, long side 10 m, short side 7.5
In the plane of m, rotation and screw of l = 300mmd = 0.5mm
Anti-shake devices are placed at the corners of the plane and the midpoint of the four sides,
Assuming that the rigidity of the layer is at the center of the plane, φ is
Within the range of 7/1000 to 7.4 / 1000
You. This is actually absorbed by the base deflection, etc.
It is considered to be a range difference. A rotation / torsion prevention device is installed.
Assuming that the plane placed is a rigid floor, the rotation angle φ
Since it is the same in the anti-rolling / twisting device,
The amount of movement by the rotation angle φ is more than that of a device close to the fixed device
Is large and the upper slide member
The (slide) between the lower slide member and the intermediate slide member
The length of the ride parts that engage each other is small. Outside here
Upper slide member of anti-rotation / twist device arranged on the periphery
(Upper seismic isolation plate) and lower slide member (lower seismic isolation plate)
Give a large length in consideration of the amount of movement due to the rotation angle φ.
Oke (see the lower and upper slide member extension type)
The upper slide member or the lower
(Slide part of the slide member and the intermediate part slide member)
The length of the middle part slide member
Determined only by the length of the lower guide slide part, always set to l
It is also possible. Or installed near the outer periphery
The anti-rotation / torsion prevention device installed elsewhere.
Whether l is larger or d smaller than the device
To rotate before devices installed near the center.
Even if the angle limit is reached, the peripheral device
Can suppress twisting, and the section of the member can be reduced accordingly.
Can be done. 10.1.2.1. Rotation and twist prevention
In the stopping device 3 (groove type), the roller radius: R is a guide on the roller rolling surface (or roller surface).
Part width: t Roller surface (or roller surface) to guide part
To the end of the roller: h of the groove provided on the roller (or roller rolling surface)
Width: (t + 2d) A straight line between the tip of the guide and the circle formed by the roller cross section
Cut the length of the string (or the circle formed by the guide)
-The length of the chord cut off by the straight line formed by the roller rolling surface): l When the roller has a groove: l = 2 x (R-2
(R−h) ＾ 2) When the roller has a guide portion: l = 2 × √ ((R +
h) {2-R} 2), the upper slide member and the intermediate slide member
Rotation angle between the lower slide member and the middle slide member
The rotation angle between is the angle of rotation φ
It is φ / 2 irrespective of the position of the rotation / torsion prevention device, and the following relationship holds: l · tan (φ / 2) + t / cos (φ / 2) = t + 2d (8) This φ is set by setting φ
If t / l does not become excessive in this case, it can be approximated as φ = 4d / l (9). Rotation / torsion prevention device 2 (inner guide type),
Combination of guide and groove with rotation / torsion prevention device 3 (groove type)
The case where there are a plurality of seams is as follows. It
The relationship between t, d, and l is the same for each guide and groove.
In the case of through, the outermost surfaces of the two guides located at the
Distance: t 'Distance from the outer surface of the two outermost grooves to the outer surface: (t' +
2d), and t ′ is regarded as the total t, and the entire allowable rotation angle
Calculate φ '. However, at this time, t '/
l becomes large and cannot be sufficiently approximated by the above approximation formula
There are cases. T and d for each guide and groove
If the relationship between l and l is different,
Allowable rotation angle for part and groove (combination of guide part and groove
If there are three or more sets, include the allowable rotation angle for that combination.
), The smallest φ is the overall φ. Ma
10.2.2.2. Rotation / torsion prevention device 4 (gear
Type) is permitted because no slip occurs due to the mechanism.
It is assumed that the rotation angle φ is 0. (2) Member cross-section calculation Rotation and torsion prevention devices are placed around the seismically isolated structure
By doing so, the seismic isolation structure with the center of gravity and
Even in this case, torsional vibration during seismic isolation can be suppressed. Displacement control
Equipped with friction generating devices such as dampers and sliding bearings
In some cases, the center of gravity of the seismically isolated structure and the rigidity of the seismic isolation device layer
If the (center of resistance) is shifted, the general support
Due to the difference between the bearing and the resistance, torsional vibration occurs. This
In the periphery of the structure where the rotation and torsion prevention device is isolated
The rotation angle φ allowed by the rotation / torsion prevention device
The above rotation is suppressed and changes only in the long side direction and the short side direction.
The torsional vibration can be corrected by allowing the position. Also torsional vibration
For placement of friction generating devices such as sliding bearings that cause movement
And no matter where it is placed in the plane, there is no problem.
For the center of gravity of the structure to be seismically isolated and the rigidity of the seismic isolation device layer,
Rotation and torsion prevention device in a rectangular plane seismically isolated structure
When placed, the rotation and twist of this construction surface are suppressed.
Calculate the section of the member. Due to the force F acting on the center of gravity,
It is assumed that a rotational moment M about a rigid center is generated.
You. Due to the F and M, the seismically isolated structure is allowed to rotate.
It rotates by the angle φ, but when it reaches the rotation angle φ
An anti-rotation device acts to suppress further rotation. this
When the force F acting on the center of gravity and the rotational moment M
A horizontal force F 'and a rotational moment M' are generated in each device.
When the plane is a rigid floor, the center of the seismic isolation
The rotation moment M with the center as the rotation / torsion prevention device n
When twisting is suppressed, M is related to the position of each rotation / torsion prevention device.
Regardless of the rotation / torsion prevention device
The burden M 'is obtained by dividing the entire rotational moment M into n equal parts.
It becomes From the rigidity of the seismic isolation layer to the rotation / torsion prevention device
If the distance at is r, the rotation / torsion prevention device bears
F ′ and M ′ are as follows: M ′ = M / n (10) F ′ = M ′ / r = M / (n · r) (11) For components of rotation / torsion prevention devices that bear these
The section of the member is calculated for the applied load P. 1) Rotation / torsion prevention device 1 (outer guide type) FIG.
0.1.1.1. Rotation / torsion prevention device 1 (outer guide type,
FIG. 4 is an embodiment relating to (Claim 244-2).
334 (d) and 435 (f)
3 shows a guide slide member 3-g. Up and down
From the load P acting on the guide portion 3-d of the id slide member,
Consider bending stress, shear stress and deflection angle and calculate member cross section
Perform settings. Intermediate slide member (up and down guide slide part)
Guide part 3-d (length h, width) protruding from material 3-g)
b, thickness t) is considered a cantilever. Where h is the guide 3
-D is the projecting length, and t is the thickness of the guide portion 3-d.
You. b is the upper slide part for the intermediate slide member 3-m
Material (upper seismic isolation plate) 3-a, lower slide member (lower seismic isolation)
Dish) 3-b is rotated by angles φ1 and φ2, respectively.
Intermediate slide member (guide part of vertical guide slide member)
3-d) is the width of the portion that contacts. The corner of this part,
So that the length of the part corresponding to the hypotenuse is b
Chamfer at angles φ1 and φ2 beforehand and provide contact parts
Sometimes. FIGS. 436 (b) and (c) show the upper slur.
Id member (upper seismic isolation plate) 3-a and lower slide member
(Lower seismic isolation plate) 3-b and middle slide member (upper and lower
Id slide member) chamfering from the relationship with 3-g
3 shows the case b. a. Bending rotation and torsion prevention device, horizontal force F ', rotational moment
When M 'is loaded, the vertical guide slide member / part
The maximum load P acting on the minute guide portion 3-d is P = M ′ / (l−r · φ) + F ′ / 2 (12) Bending moment Mb = Ph, section modulus Z = b
・ When t ＾ 2/6, the vertical guide slide member
The bending stress σ of the cantilever in the id portion 3-d is the short-term
Σ = Mb / Z = ((M ′ / (l−r · φ) + F ′ / 2) · h) / (b−t ＾ 2/6) = 6 · ｛(M '/ (L−r · φ) + F ′ / 2) · h｝ / (bt ＾ 2) ≦ f b (13) Thereby, the thickness t of the cross section becomes
Using the equation (7), t ≧ {6 ((M ′ / (l−r · φ) + F ′ / 2) · h / (b · fb)} = {6 ((M ′ / (l− 4 · d · r · l / (l ＾ 2 + 2 · d · r)) + F ′ / 2) · h / (b · fb)｝ (13 ′) b. Vertical guides when force Q = P and cross-sectional area A = bt
Shear of cantilever of guide part 3-d of ride member / part
The stress τ is the short-term allowable shear stress fs of steel
Τ = 3/2 · Q / A = 3/2 · (M ′ / (l−r · φ) + F ′ / 2) / (b · t) ≦ fs (14) Thereby, the thickness t of the cross section becomes
Using equation (7), t ≧ 3/2 · (M ′ / (l−r · φ) + F ′ / 2) / (b · fs) = 3/2 · (M ′ / (1−4 · d) R · l / (l ＾ 2 + 2 · dr) + F ′ / 2) / (b · fs) (14 ′) c.Vertical guide slide member with deflection angle P. Guide part 3-
The maximum value δ of the deflection angle of the cantilever in d is the Young's modulus of the steel material.
E, when the moment of inertia of area I = bt ＾ 3/12,
Assuming that the deflection angle is α, δ = P · h ＾ 2 / (2EI) = (M ′ / (l−r · φ) + F ′ / 2) · h ＾ 2 / (2 · E · b · t ＾ 3 / 12) = 6 · (M ′ / (l−r · φ) + F ′ / 2) · h ＾ 2 / (E · b · t ＾ 3) ≦ α (15) Thereby, the thickness t of the cross section becomes
Using equation (7), t ≧ {6 ｛(M ′ / (l−r ・ φ) + F ′ / 2) ・ h ＾ 2 / (E ・ b ・ α)}｝ (1/3) = ｛6・ (M ′ / (l−4 · d · r · l / (l ＋ 2 + 2 · d · r) + F ′ / 2) · h ＾ 2 / (E · b · α)｝ ＾ (1/3) ... (15 ') where the long side 10 is an example.
m, the long side is included for a planar structure with a short side of 7.5 m.
The wind pressure of F = 10tf is evenly distributed on one half of the pressure receiving surface.
It is assumed that the weight is added. At this time, fix the fixing device
The rotational moment M as the center is 25 tf · m. this
On a plane, attach a rotation and torsion prevention device to the corner of the plane and the midpoint of the four sides.
In this example, the total of eight units are provided to suppress the torsion.
Then, the shortest distance from the rigid center to the rotation and twist prevention device is 3.
Since the distance is 75 m, in the equations (10) to (11), M =
25tf · m, n = 8, r = 3.75m,
M ′ = 25/8 = 3.125 tf · m = 312.5 tf · cm (16) F ′ = M ′ / 3.75 = 0 .83 tf (17) When l = 50cm, h = 3cm, b = 6cm
Is considered, assuming that <bending> fb = 2.4, the expression (13 '), the expression (16)
From equation (17), t ≧ √ ｛6 ((M ′ / (l−4 · d · r · l / (l ＾ 2 + 2 · d · r)) + F ′ / 2) · h / (b−fb) ｝ = √ ｛6 ((312.5 / (50−4 · 0.05 · 375 · 50 / (50 ＾ 2 + 2 · 0.05 · 375)) + 0.83 / 2) · 3 / (6.2. 4) ＝= 2.92 (18) <Shear> fs = fb / √3 = 1.39 and (1)
4 ′) and from equations (16) to (17), t ≧ 3/2 · (M ′ / (l−4 · dr · l / (l ＾ 2 + 2 · dr) + F ′ / 2) / (B · fs) = 3/2 · ((312.5 / (50−4 · 0.05 · 375 · 50 / (50 ＾ 2 + 2 · 0.05 · 375)) + 0.83 / 2) / (6・ 1.39) = 0.82 (19) <Deflection angle> E = 2.1 × 10 ＾ 3tf / cm ＾ 2, α
= 1/250, Equation (15 '), Equations (16) to (1)
From equation (7), t ≧ ｛6 · (M ′ / (1−4 · d · r · l / (l ＾ 2 + 2 · d · r) + F ′ / 2) · h ＾ 2 / (E · b · α) ｝ ＾ (1/3) = ｛6 ｛((312.5 / (50-4 ・ 0.05 ・ 375 ・ 50 / (50 ＾ 2 + 2 ・ 0.05 ・ 375)) + 0.83 / 2) ・ 3 {2 / (2100/61/250)} (1/3) = 1.86 (20) From equations (18) to (20), l is set at the corner of the plane and on the four sides.
= 50cm or more, h = 3cm or less, b = 6cm or more times
Eight or more anti-rolling / twisting devices are arranged, and t = 3cm or more.
If it does, it can be said that it keeps. 2) Rotation / twist prevention device 2 (inner guide type) FIGS. 437 to 457 show the 249th invention.
Of 10.1.1.2. Rotation / torsion prevention device 2 (inner guide
Type, of claims 244-3 to 244-3-4.
(Example described in any one of (1)), the guide portion
The combination of the upper slide member 3-a and the middle slide
Guide member, lower slide member 3-b and intermediate slide portion
Intermediate slide member 3-m with one set between members 3-m
The inner guide portion 3-g has an upper slide member 3-a and a lower portion.
When the slide member 3-b has a groove 3-gi, respectively.
It is. Acts on the inner guide 3-g of the intermediate slide member
From load P, consider bending stress, shear stress and deflection angle
Calculate the member cross section. Inner guide of intermediate slide member
The part 3-g is regarded as a cantilever having a length h, a width b, and a thickness t. b
Is the upper slide member with respect to the intermediate slide member 3-m.
(Upper seismic isolation plate) 3-a, lower slide member (lower seismic isolation)
Dish) 3-b rotates by angles φ1 and φ2, respectively,
Each groove 3-gi is in the middle slide member 3-m.
This is the width of the portion that comes into contact with the guide portion 3-g. Of this part
The angle is adjusted so that the length of the portion corresponding to the hypotenuse is b.
Chamfer in advance at angles φ1 and φ2, respectively, and
It may be provided in some cases. a. Bending rotation and torsion prevention device, horizontal force F ', rotational moment
If M ′ is borne, the intermediate slide member 3-m
The maximum load P acting on the inner guide portion 3-g is P = M ′ / (l−r · φ) + F ′ / 2 (12). Bending moment Mb = Ph, section modulus Z = b
When t ＾ 2/6, the bending stress σ of the cantilever is steel
Σ = Mb / Z = ((M ′ / (l−r · φ) + F ′ / 2) · h) / (b−t ＾ 2/6) = 6 · ｛ ((M ′ / (l−r · φ) + F ′ / 2) · h｝ / (b · t ＾ 2) ≦ fb (21) As a result, the thickness t of the cross section becomes
Using the equation (7), t ≧ {6 ((M ′ / (l−r · φ) + F ′ / 2) · h / (b · fb)} = {6 ((M ′ / (l− 4 · d · r · l / (l ＾ 2 + 2 · d · r)) + F ′ / 2) · h / (b · fb)｝ (21 ′) b. When the force Q = P and the cross-sectional area A = bt,
The shear stress τ is the short-term allowable shear stress fs of steel.
On the other hand, τ = 3/2 · Q / A = 3/2 · (M ′ / (l−r · φ) + F ′ / 2) / (b · t) ≦ fs (22) . Thereby, the thickness t of the cross section becomes
Using equation (7), t ≧ 3/2 · (M ′ / (l−r · φ) + F ′ / 2) / (b · fs) = 3/2 · (M ′ / (1−4 · d) R · l / (l ＾ 2 + 2 · d · r)) + F ′ / 2) / (b−fs)... (22 ′). c. The maximum value δ of the deflection angle of the cantilever according to the deflection angle P is determined by the
Rate E, the second moment of area I = bt ＾ 3/12
Where δ = P · h ＾ 2 / (2EI) = (M ′ / (l−r · φ) + F ′ / 2) · h ＾ 2 / (2 · E · b · t) ＾ 3/12) = 6 · (M ′ / (l−r · φ) + F ′ / 2) · h ＾ 2 / (E · b · t ＾ 3) ≦ α (23) . Thereby, the thickness t of the cross section is t ≧ {6 · (M ′ / (l−r · φ) + F ′ / 2) · h} 2 / (E · b · α)} ＾ (1/3) = ｛ 6 (M ′ / (l−4 · d · r · l / (l ＋ 2 + 2 · d · r)) + F ′ / 2) · h ＾ 2 / (E · b · α)｝ ＾ (1/3 ) (23 '). As an example, 10.3.2.
(2) 1) In case of rotation / torsion prevention device 1 (outer guide type)
Assuming that F ′ = 0.83 tf, M ′ = 31
2.5tf · cm, n = 8, l = 50cm, h = 3c
Considering the case where m and b = 6 cm, assuming that <bending> fb = 2.4, equations (16) to (17)
From equation (21 ′), t ≧ √ ｛6 ((M ′ / (l−4 · d · r · l / (l ＾ 2 + 2 · d · r)) + F ′ / 2) · h / (b · fb) ｝ = √ ｛6 ((312.5 / (50−4 · 0.05 · 375 · 50 / (50 ＾ 2 + 2 · 0.05 · 375)) + 0.83 / 2) · 3 / (6.2. 4) ＝= 2.92 (24) <Shear> fs = fb√3 = 1.39, (16)
From equations (17) and (22 ′), t ≧ 3/2 · (M ′ / (l−4 · d · r · l / (l ＾ 2 + 2 · d · r) + F ′ / 2) / (b Fs) = 3/2. ((312.5 / (50-4.0.05.375.50 / (50@2+2.0.05.375)) + 0.83 / 2) / (6.1.) .39) = 0.82 (25) <Deflection angle> E = 2.1 × 10 ＾ 3 tf / cm ＾ 2, α
= 1/250, Equations (16)-(17), (2
From formula 2 ′), t ≧ {6 · (M ′ / (1−4 · d · r · l / (l ＾ 2 + 2 · d · r) + F ′ / 2) · h} 2 / (E · b · α )｝ ＾ (1/3) = ｛6 ｛((312.5 / (50-4 ・ 0.05 ・ 375 ・ 50 / (50 ＾ 2 + 2 ・ 0.05 ・ 375)) + 0.83 / 2) ・3 ＾ 2 / (2100 ・ 1/250)｝ ＾ (1/3) = 1.86 (26) From equations (24) to (26), l is set at the corner of the plane and on the four sides.
= 50cm or more, h = 3cm or less, b = 6cm or more times
Eight or more anti-rolling / twisting devices are arranged, and t = 3cm or more.
If it does, it can be said that it keeps. 3) Rotation / torsion prevention device 3 (groove type) FIG. 478 is an embodiment of the invention of claim 249-2.
10.1.2.1. Rotation / torsion prevention device 3 (groove type,
Claim 244-4), wherein the upper slide
Of the slide member, lower slide member, and intermediate slide member
A rail-shaped guide portion 3-l is provided on the rolling surface of the rail 5-f.
Groove 5 into which the guide portion 3-l is inserted into the roller 5-f
fl in each case. Roller 5-f
The rail-shaped guide is inserted from the groove 5-fl into which the
The bending force is calculated from the load P acting on one
Consider the force, shear stress and deflection angle and calculate the section of the member.
U. The length of the rail-shaped guide portion 3-l is defined as h, width l, and thickness.
Consider it as a cantilever of t. a. Bending rotation and torsion prevention device, horizontal force F ', rotational moment
When M ′ is borne, the rail-shaped guide portion 3-1
The applied load P is at most P = M ′ / (2 · l) + F ′ / 4 (12 ′). Bending moment Mb = Ph, section modulus Z = 1
When t ＾ 2/6, the bending stress σ of the cantilever is steel
Σ = Mb / Z = ((M ′ / (2 · l) + F ′ / 4) · h) / (l · t ＾ 2/6) = 6 · ｛(( M ′ / (2 · l) + F ′ / 4) · h｝ / (l · t ＾ 2) ≦ fb (27) Thereby, the thickness t of the cross section is t ≧ √ ｛6. ((M ′ / (2 · l) + F ′ / 4) · h / (l · fb)｝... (27 ′) b. Shear Shear force Q = P, cross-sectional area A = 1 · t
The shear stress τ is the short-term allowable shear stress fs of steel.
On the other hand, the following relationship is satisfied: τ = 3/2 · Q / A = 3/2 · (M ′ / (2 · l) + F ′ / 4) / (lt) ≦ fs (28) Accordingly, the thickness t of the cross section needs to be t ≧ 3/2 · (M ′ / (2 · l) + F ′ / 4) / (l · fs) (28 ′). c. Torsional shear Shear force Q = P, cross-sectional area A = 1t, torsional moment
When MT = M '/ 4, the rectangular cross section (side length) of the cantilever
l, t) is the rectangular section
Β is a coefficient determined by the ratio of the two sides of the surface
The sum of the average shear stress τ ″ of the portion where the shear stress is applied and
And consider the short-term allowable shear stress fs of steel
Τ ′ + τ ″ = MT / (β · l · t ＾ 2) + Q / A = (M ′ / 4) / (β · l · t ＾ 2) + (M ′ / (2 · l) + F '/ 4) / (l · t) ≦ fs (29). Thereby, the thickness t of the cross section is t ≧ [(M ′ / (2 · l) + F ′ / 4) / l + √ ｛((M ′ / (2 · l) + F ′ / 4) / l) ＾ 2 + M ′ Fs / (β · l)｝] / (2 · fs) (29 ′). d. Deflection angle The maximum value of the deflection angle of the cantilever, δ, is the Young's modulus of the steel material.
E, when the moment of inertia of section I = lt ＾ 3/12
Assuming that the deflection angle is α, δ = P · h ＾ 2 / (2EI) = (M ′ / (2 · l) + F ′ / 4) · h ＾ 2 / (2 · E · l · t ＾ 3/12 ) = 6 · (M ′ / (2 · l) + F ′ / 4) · h ＾ 2 / (E · t · 3) ≦ α (30) Accordingly, the thickness t of the cross section is t ≧ {6 ｛(M ′ / (2 ・ 1) + F ′ / 4) ・ h ・ 2 / (E ・ b ・ α)｝ ＾ (1/3) (30) ') Is required. As an example, 10.3.2.
(2) 1) In case of rotation / torsion prevention device 1 (outer guide type)
Assuming that F ′ = 0.83 tf, M ′ = 31
2.5tf · cm, n = 8, R = 7cm, h = 3cm
Considering the case, l = 2 × {(R {2- (R-h)}}
2) = 11.49 cm, <bending> fb = 2.4, and equations (16) to (17):
From the expression (27 ′), t ≧ {6 ((M ′ / (2 · l) + F ′ / 4) · h / (l · fb)} = {6 ((312.5 / (2 · 11. 49) + 0.83 / 4) · 3 / (1 1.49 · 2.4)｝ = 3.00 (31) <shear> fs = fb / √3 = 1.39 and (1
From equations (6) to (17) and (28 ′), t ≧ 3/2 · (M ′ / (2 · l) + F ′ / 4) / (1 · fs) = 3/2 · ((312.5 /(2·11.49)+0.83/4)/(11.49·1.39)=1.30 (32) <Torsion shear> fs = 1.39, β = 0.25
From equations (16) to (17) and equation (29 ′), t ≧ [(M ′ / (2 · l) + F ′ / 4) / l + √ ｛((M ′ / (2 · l) + F ′) /4)/l){2+M′·fs/(β·l)}]/(2·fs)=[312.5/(2·11.49)+0.83/4)/11.49+４９ (312.5 / (2 · 11.49) + 0.83 / 4) /11.49) {2 + 312.5 · 1.39 / (0.25 · 11.49)}] / (2 · 1. 39) = 4.88 (33) <Deflection angle> E = 2.1 × 10 ＾ 3 tf / cm ＾ 2, α
= 1/250, Equations (16)-(17), (3
From equation (0 ′), t ≧ {6 ・ (M ′ / (2 ・ 1) + F ′ / 4) ・ h ＾ 2 / (E ・ 1α)｝ ＾ (1/3) = 16 ・ (312.5) /(2·11.49)+0.83/4)·3＾2/(2100·11.49·1/250)｝＾(1/3)=0.88 (34) (31)- From equation (34), R is calculated at the corners of the plane and on the four sides.
= 7cm or more, h = 3cm or less
It is said that if eight or more pieces are arranged and t = 4.9 cm or more, they will be kept.
I can. 4) Rotation / torsion prevention device 4 (gear type) FIG. 479 is an embodiment of the invention according to claim 249-3.
10.2.2.2. Rotation / torsion prevention device 4 (gear
Guide, which is related to the mold, described in claim 244-5)
The combination of the part and the groove makes the upper slide member and the middle part slide
Between the lower slide member and the intermediate slide member
This is the case when there are pairs. Set on the rolling surface of roller 5-f
The rack 3-r and the rack provided on the roller 5-f.
Works with one set of gear 5-fr engaging with 3-r
Due to the load P, the rack 3-r and the teeth of the gear 5-fr are separated.
Bending stress when regarded as a cantilever, rack 3-r and gear 5
-Fr when two tooth surfaces in contact are considered as two cylinders in contact
Examine the tooth surface strength and calculate the member cross section. a. Bending rotation and torsion prevention device, horizontal force F ', rotational moment
If M 'is borne, rack 3-r and the rack
The load P acting on the gear 5-fr meshing with 3-r is the tooth width b
Then, at the maximum, P = M ′ / (2 · b) + F ′ / 4 (12 ″). Bending stress at the root of rack 3-r and gear 5-fr
The degree σF is the tangential load P on the meshing pitch circle, the rack 3
-R and the module m of the gear 5-fr and the tooth width b
ΣF = P · Y · Yε · Ks · KA · Kv · Kβ / (mb · cosα) = (M ′ / (2 · b) + F ′ / 4) · Y · Yε · Ks · KA · Kv · Kβ / (mb · cosα) ≦ fF (35) Accordingly, the tooth width b is b ≧ [F ′ / 8 + {(F ′ / 4)} 2 + 2 · M ′ · FG} / 2] / FG FG = (fF · m · cosα) / (Y · Yε · Ks · KA · Kv · Kβ) (35 '). Where α: meshing pressure angle Y: tooth profile coefficient Yε: meshing rate coefficient Ks: notch coefficient KA: use coefficient KV: dynamic load coefficient Kβ: tooth contact coefficient b. Tooth surface strength Contact between two tooth surfaces where rack 3-r and gear 5-fr contact
The force (Hertz stress) σH is the tangential load on the meshing pitch circle.
Heavy P, engagement pitch circle of rack 3-r and gear 5-fr
When the diameter dω, the tooth width b, and the tooth number ratio u,
ΣH = √ [P · (u + 1) / (dω · bu · u)] · ZH · ZE · √ [KA · KV · Kβ] · SH = √ [M '/ ( 2 · b) + F ′ / 4) · (u + 1) / (dω · bu · u)] · ZH · ZE · √ [KA · KV · Kβ] · SH ≦ fH (36) Accordingly, the tooth width b is b ≧ [F ′ / 8 + {(F ′ / 4)} 2 + 2 · M ′ · HG} / 2] / HG HG = (fH · dω · u) /） ZH · ZE · SH (U + 1)｝ (36 ′) However, ZH = 2 / √ (sin (2 · α)) ZE = √ (0.35 · E1 · E2 / (E1 + E2)) E1, E2: Vertical bullet of material of rack 3-r and gear 5-fr
Sex coefficient KA: Use coefficient KV: Dynamic load coefficient Kβ: Tooth contact coefficient SH: Safety coefficient As an example, 10.2.2. (2) 1) Rotation and twist prevention device
1 (outer guide type) assuming the same plane shape and load
And the rotation and torsion prevention device at the corners of the plane and the four sides
It is assumed that zero is provided to suppress twisting. Rotate from center of rotation
・ If the shortest distance to the twist prevention device is 3.75m,
In the equations (10) to (11), M = 25tf · m, n =
20, r = 3.75 m, the negative of the rotation / torsion prevention device
The maximum value of F ′ and M ′ are as follows: M ′ = 25/20 = 1.25 tf · m = 125 tf · cm (37) F ′ = M ′ / 3.75 = 0.33 tf (38) ). Detect when dω = 9.6cm and m = 0.5cm
If considered, <bending> fF = 3.3, α = 20 °, Y = 2.6, Yε
= 1, Ks = 1, KA = 1, KV = 1.2, Kβ = 1
FG = (fF · m · cos α) / (Y · Yε · Ks · KA · Kv · Kβ) = (3.3 · 0.5) 0.94) / (2.6.1.1.1.1.1.2) = 0.50 b≥ [F '/ 8 + {(F' / 4)} 2 + 2.M'.FG} /2]/FG=[0.33/8+{(0.33/4)}2+2.125.0.5}/2]/0.5=11.26 (39) <Tooth surface strength FH = 8.1, α = 20 °, E1 = E2 =
2100, KA = 1, KV = 1.2, Kβ = 1, SH =
As 1.2, the equations (37) to (38) and (36 ')
HG = (fH · 7 · l) / {ZH · ZE · SH · (u + 1)} = (8.1 · 9.6 · 1) / ｛2 / √ (0.64) · √ (0.35 * 2 100 {2 / (2100 * 2)) * 1.2 * (1 + 1)} = 0.68 b≥ [F '/ 8 {F' / 4) {2 + 2 * M '* HG} / 2] /HG=[0.33/8+{(0.33/4)}2+2·125·0.68}/2]/0.68=9.65 (40) (39) to (40) According to the formula, R is set at the corner of the plane and on the four sides.
= Rotation / torsion of 9.6cm or more, module 5mm or more
Arrange 20 or more preventive devices, b = 11.3 cm or more
If it does, it can be said that it keeps. From the above, rotation and twist prevention
Structure that is seismically isolated by arranging more devices than necessary
The torsional motion during seismic isolation does not occur even if the subject receives horizontal force. 10.4. Torsion / rotational vibration equation 1 10.4.1. Symbol list z: immovable = displacement of the ground seen from the absolute point (absolute displacement) x1: ground of mass m1 = response change of the mass seen from the seismic isolation plate
Position (relative displacement) x2: ground of mass m2 = response variation of mass seen from seismic isolation plate
Position (relative displacement) d (dx1 / dt) / dt: response acceleration of mass point m1 (vs.
Ground = saucer, relative acceleration d (dx2 / dt) / dt: response acceleration of mass m2 (vs.
Ground = saucer, relative acceleration d (dz / dt) / dt: seismic acceleration (on ground = saucer)
(Input value, absolute acceleration) t: time m1: mass of mass point m1 m2: mass of mass point m2 g: gravitational acceleration θ: mortar-shaped seismic isolation plate of seismic isolation sliding support of mass point m1
Gradient radian μ: Dynamic friction of the base-isolated plate of the base-isolated sliding bearing supported by mass point m1
Coefficient C2: Damper giving damper / restoring function to mass point m2
-Viscous damping coefficient of spring, etc. K2: Damper that gives damper / restoring function to mass point m2
ー ・ Spring constant such as spring C3: Viscous damping relation of the member connecting mass point m1 and mass point m2
Number K3: spring constant of a member connecting mass point m1 and mass point m2 10.4.2. Torsion / rotational vibration equation In case of combination with seismic isolation bearing and damper / spring
I give the equation of motion of This allows torsional vibration to be simulated.
Is possible. Claim 249-4.
Supports seismically isolated structures and seismically isolated structures
It is installed between the structure and the seismic isolation sliding bearing and the damper bar.
In the case of seismic isolation structures with a structure such as
Formula d (dx1 / dt) / dt + (cos θ) ＾ 2 · g ｛t
anθ · sign (x1) + μ · sign (dx1 / d
t)｝ + K3 / m1 · (x2-x1) + C3 / m1 ·
(Dx2 / dt-dx1 / dt) =-d (dz / dt)
/ Dt d (dx2 / dt) / dt + K2 / m2 / x2 + C2 /
m2 / dx2 / dt + K3 / m2 / (x1-x2) + C
3 / m2 · (dx1 / dt−dx2 / dt) = − d
(Dz / dt) / dt.
Base-isolated structure that satisfies θ ≧ μ considering restoration without anchor displacement
Invention. Dampers and springs are only damper functions
In this case, K3 may be set to 0. 10.5. Torsion / rotational vibration equation 2 10.5.1. Torsion / Rotational Vibration Equation
Applicable with damper and fixing device.
It can be applied to the case of earthquake and wind as force. Restoration
When the spring constant Kn of the spring etc. is Kn = Ｋ, the fixing device is fixed
In the case of wind, considering the case of wind, d (dqx / d
t) / dt may be considered as wind acceleration. This exercise process
The equation enables analysis of torsional and rotational vibrations. In addition,
In the following vibration equations, the floor is assumed to be rigid. 10.5.1.1. In the case of a single layer Hereinafter, a case where the structure to be seismically isolated is a single layer will be described. 10.5.1.1.1. List of Symbols (For explanations of symbols other than those described below, refer to 5.1.1.3 in the Examples) L: Distance from the center of the mortar-shaped or spherical seismic isolation plate to the outer circumference x: Response displacement of the center of gravity in the x direction (ground) Y: Response displacement of the center of gravity in the y direction (relative displacement with respect to the ground) ：: Torsional rotation angle around the center of gravity dx / dt: Response speed of the center of gravity in the x direction (relative velocity to the ground) dy / dt: Center of gravity of the center of gravity Response speed in y direction (relative speed to ground) d (dx / dt) / dt: Response acceleration of gravity center in x direction (relative acceleration to ground) d (dy / dt) / dt: Response acceleration of gravity center in y direction (Relative acceleration with respect to the ground) d (dqx / dt) / dt: External force (earthquake / wind) acceleration in x direction (absolute acceleration) d (dqy / dt) / dt: External force (earthquake / wind) acceleration in y direction ( Absolute acceleration) μ1x: Slip Friction coefficient of bearing 1 in x direction μ1y: Friction coefficient of sliding bearing 1 in y direction μ2x: Friction coefficient of sliding bearing 2 in x direction μ2y: Friction coefficient of sliding bearing 2 in y direction · μnx: x of sliding bearing n Coefficient of friction μny: coefficient of friction of sliding bearing n in y direction eμ1x: distance in the x direction from the center of gravity of sliding bearing 1 eμ1y: distance in the y direction from the center of gravity of sliding bearing 1 eμ2x: center of gravity of sliding bearing 2 Eμ2y: distance in the y direction from the center of gravity of the sliding bearing 2 eμnx: distance in the x direction from the center of gravity of the sliding bearing n eμny: distance in the y direction from the center of gravity of the sliding bearing n Distance μθ1x: Friction coefficient in the x direction of linear gradient restoring sliding bearing 1 μθ1y: Friction coefficient in the y direction of linear gradient restoring sliding bearing 1 μθ2x: Friction coefficient in the x direction of linear gradient restoring sliding bearing 2 μθ2y: Linear gradient Reversion Μθnx: Friction coefficient in the x direction of linear gradient restoration sliding bearing n μθny: Friction coefficient in the y direction of linear gradient restoration sliding bearing n θ1 ′: Restoration of mortar-shaped base plate Slope of sliding bearing 1 (gradient from center = conical gradient) θ2 ': Slope of mortar-shaped base-isolated plate restoration Slope of sliding bearing 2 (gradient from center = conical-gradient) · · θn': Sliding bearing of mortar-shaped base-isolated plate gradient of n (gradient from center = cone gradient) θ1x: gradient of (substantially) x-direction of linear gradient type restoring sliding bearing 1 θ1y: gradient of (substantially) y-direction of linear gradient-type restoring sliding bearing 1 θ2x: linear gradient Gradient in the (substantially) x direction of the type restoring slide bearing 2 θ2y: Gradient in the (substantially) y direction of the linear gradient type restoring sliding bearing 2. : Straight slope type restoring sliding bearing n (actual ) Y-direction gradient eθ1x: Distance in the x direction from the center of gravity of the linear gradient restoring sliding bearing 1 eθ1y: Distance in the y direction from the center of gravity of the linear gradient restoring sliding bearing 1 eθ2x: Linear gradient restoring sliding bearing 2 Eθ2y: distance in the y direction from the center of gravity of the linear gradient-type restoring sliding bearing 2 eθnx: distance in the x direction from the center of gravity of the linear gradient-type restoring sliding bearing n eθny: straight line The distance in the y direction from the center of gravity of the slope-type restoring sliding bearing n in the y direction μR1x: the friction coefficient in the x direction of the spherical base-isolating plate restoring sliding bearing 1 μR1y: the friction coefficient in the y-direction of the spherical base-isolating plate restoring sliding bearing 1 μR2x : Friction coefficient in the x direction of the spherical isolator plate restoring sliding bearing 2 μR2y: Friction coefficient in the y direction of the spherical isolator plate restoring sliding bearing 2 ・ μRnx: x direction of the spherical isolator plate restoring sliding bearing n Coefficient of friction μRny: Friction coefficient in the y-direction of the planar seismic isolation plate restoring sliding bearing n in the y direction R1 ': radius of curvature of spherical seismic isolation plate restoring sliding bearing 1 (gradient from the center = conical gradient) R2': spherical seismic isolation plate restoring sliding bearing Radius of curvature of 2 (gradient from center = conical gradient) Rn ': radius of curvature of spherical base-isolated plate restoring sliding bearing n (gradient from center = conical gradient) R1x: spherical base-isolating plate restoring sliding bearing 1 (Substantially) radius of curvature R1y: (substantially) radius of curvature of spherical base-isolated plate restoring sliding bearing 1 R2x: (substantially) radius of curvature of spherical base-isolated plate restoring sliding bearing 2 R2y: spherical base-isolated plate restoring sliding bearing 2 (substantial) radius of curvature Rnx: (substantial) radius of curvature of spherical base isolation plate restoration sliding bearing n Rny: (substantial) radius of curvature of spherical base isolation plate restoring sliding bearing n eR1x: spherical base isolation plate Distance in the x direction from the center of gravity of the restoring slide bearing 1 eR1y: sphere ER2x: Distance in the x direction from the center of gravity of the spherical isolator plate restoring sliding bearing 2 eR2y: Center of gravity of the spherical isolator plate restoring sliding bearing 2 from the center of gravity ERnx: Distance in the x direction from the center of gravity of the spherical isolating plate restoring sliding bearing n eRny: Distance in the y direction from the center of gravity of the spherical isolating plate restoring sliding bearing n : Supporting mass of sliding bearing 1 (mass of structure to be seismically isolated) m2: Supporting mass of sliding bearing 2 (mass of structure to be seismically isolated) mn: Supporting mass of sliding bearing n (isolated) Mass of the structure) m: Total mass of the seismically isolated structure 免 mn = m C1x: Viscous damping coefficient of damper 1 in x-direction C1y: Viscous damping coefficient of damper 1 in y-direction C2x: x-direction of damper 2 Viscous damping coefficient C2y: Viscosity of damper 2 in y direction Cnx: Viscous damping coefficient of damper n in x direction Cny: viscous damping coefficient of damper n in y direction ec1x: distance in x direction from center of gravity of damper 1 ec1y: on y direction from center of gravity of damper 1 Ec2x: distance in the x direction from the center of gravity of damper 2 ec2y: distance in the y direction from the center of gravity of damper 2 ecnx: distance in the x direction from the center of gravity of damper n ecny: from the center of gravity of damper n K1x: Spring constant of the restoring spring or the like 1 in the x direction K1y: Spring constant of the restoring spring or the like 1 in the y direction K2x: Spring constant of the restoring spring or the like 2 in the x direction K2y: y of the restoring spring or the like 2 Knx: Spring constant of the restoring spring or the like in the x direction Kny: Spring constant of the restoring spring or the like in the y direction ek1x: Distance in the x direction from the center of gravity of the restoring spring or the like 1 ek1y: Distance in the y direction from the center of gravity of the restoring spring 1 etc. ek2x: Distance in the x direction from the center of gravity of the restoring spring 2 ek2y: Distance in the y direction from the center of gravity of the restoring spring 2 etc. Distance in the x direction from the center of gravity of the spring n etc. ekny: distance in the y direction from the center of gravity of the restoring spring etc. I: rotational inertia I = {r} 2dm (r is the distance to the center of gravity per mass) In the case of rectangles of lengths a and b, 1/12 · m · (a ＾ 2 + b ＾ 2) t: time g: gravitational acceleration 10.5.1.1.1. Spring type restoration device + viscous damping type equipment
249-5 The invention of claim 249-5 provides a structure to be seismically isolated
A dam provided between the structure supporting the structure to be shaken
Springs (including fixing devices) such as dampers and laminated rubber
In a seismic isolation structure supported and seismically isolated by the configuration,
Simultaneous equation of motion d (dx / dt) / dt + C1x / m · dx / dt + C2x / m · dx / dt + ·· + Cnx / m · dx / dt + C1x / m · ec1y · dψ / dt + C2x / m · ec2y · dψ / dt + ·· + Cnx / m · ecny · dψ / dt + K1x / mx · K2x / mx · ++ · + Knx / mx · + K1x / m · ek1y · ψ + K2x / m · ek2y · ψ + ·· Knx / m · ekny · ψ = −d (dqx / dt) / dt d (dy / dt) / dt + C1y / m · dy / dt + C2y / m · dy / dt + ·· + Cny / m · dy / dt −C1y / m · ec1x · dψ / dt −C2y / m · ec2x−dψ / dt − · −Cny / m · ecnx · dψ / dt + K1y / myy + K2y / myy + ·· + Kny / myy -K1y / m ek1x · ψ−K2y / m · ek2x · ψ− ·· −Kny / m · eknx · ψ = −d (dqy / dt) / dt I · d (dψ / dt) / dt + C1x · ec1y · dx / dt + C2x · ec2y · dx / dt + ·· + Cnx · ecny · dx / dt −C1y · ec1x · dy / dt · C2y · ec2x · dy / dt− ·· −Cny · ecnx · dy / dt + K1x · ek1y · x + K2x · ek2 x + .. + Knx.ekny.x-K1y.ek1x.y.K2y.ek2x.y -..- Kny.eknx.y + C1x.ec1y {2.d} /dt+C2x.ec2y {2.d} / dt +. + Cnx・ Cny {2 ・ d} / dt + C1y ・ ec1x {2 ・ d} / dt + C2y ・ ec2x {2 ・ d} / dt + ・ ・ + Cny ・ ecnx ＾ 2・ Dψ / dt + K1x ・ ek1y ＾ 2 ・ ψ + K2x ・ ek2y ＾ 2 ・ ψ + ・ ・ + Knx ・ ekny ＾ 2 ・ ψ + K1y ・ ek1x ＾ 2 ・ ψ + K2y ・ ek2x ＾ 2 ・ ψ + ・ ・ + Kny ・ eknk ＾ 2 ・ ψ = 0 Being designed by unraveling
It is a seismic isolation structure characterized by the following. 10.5.1.1.2. Sliding bearing + spring type restoration device + sticky
249-6 The invention of claim 249-6 provides a structure to be seismically isolated and
An exemption provided between the structure supporting the structure to be shaken
Seismic sliding bearing (flat type seismic isolation plate sliding bearing = no restoring force),
Springs (including fixing devices) such as dampers and laminated rubber
In a seismic isolation structure supported and seismically isolated by the configuration,
Simultaneous equation of motion d (dx / dt) / dt + g {m1.mu.1x.sign (dx/dt+e.mu.y.d@/dt) + m2.mu.2.times.sign (dx/dt+e.mu.y.d@/dt) + .. + mn.mu. dx / dt + eμny · dψ / dt)｝ / m + C1x / m · dx / dt + C2x / m · dx / dt + ·· + Cnx / m · dx / dt + C1x / m · ec1y · dψ / dt + C2x / m · ec2y · dψ / d + ·· + Cnx / m · ecny · dψ / dt + K1x / mx · K2x / mx · ++ · + Knx / mx · + K1x / m · ek1y · ψ + K2x / m · ek2y · ψ + ·· Knx / m · ekny · ψ = −d (dqx / dt) / dt d (dy / dt) / dt + g {m1 · μ1y · sign (dy / dt−eμ1x · d} / dt + M2 ・ μ2y ・ sign (dy / dt-eμ2x ・ dψ / dt) + ・. + Mn ・ μny ・ sign (dy / dt-eμnx ・ dψ / dt)｝ / m + C1y / m ・ dy / dt + C2y / m ・ dy / Dt + ·· + Cny / m · dy / dt −C1y / m · ec1x · dψ / dt-C2y / m · ec2x · dψ / dt − ·· −Cny / m · ecnx · dψ / dt + K1y / my · y + K2y / + y / m-y-K1y / m-ek1x-ψ-K2y / m-ek2x-ψ -.- Kny / m-eknx-ψ = -d (dqy / dt) / dt I · d (Dψ / dt) / dt + g ｛m1 ・ 1x ・ eμ1y ・ sign (dx / dt + eμ1y ・ dψ / dt) + m2 ・ 2x ・ eμ2y ・ sign (dx / dt + e ＋ 2y ・ dψ / dt) +. μnx · eμny · sign (dx / dt + eμny · dψ / dt)｝ −g ｛m1 · μ1y · eμ1x-sign (dy / dt-eμ1x · dψ / dt) + m2 · μ2y · eμ2x · sign (dy / dt-eμx + ψ · mn · μny · eμnx · sign (dy / dt−eμnx · dψ / dt)｝ + C1x · ec1y · dx / dt + C2x · ec2y · dx / dt + ·· + Cnx · ecny · dx / dt − C1y · ec1x · dy / dt-C2y · ec2x · dy / dt− ··· Cny · ecnx · dy / dt + K1x · ek1y · x + K2x · ek2y · x + ·· + Knx · ekny · x -K1y · ek1x · y-K2・ Ek2x ・ y- ・ ・ ・ -Kny ・ eknx ・ y + C1x ・ ec1y {2 ・ d} / dt + C2x ・c2y ＾ 2 ・ dψ / dt + ・. + Cnx ・ ecny ＾ 2 ・ dψ / dt + C1y ・ ec1x ＾ 2 ・ dψ / dt + C2y ・ ec2x ＾ 2 ・ dψ / dt + ・ .Cnyｎecnxｎ2 ・ dψ / dt + K1x ・ek1y ＾ 2 · ψ + K2x · ek2y ＾ 2 · ψ + ·· + Knx− ekny ＾ 2 · ψ + K1y · ek1x ＾ 2 · ψ + K2y · ek2x ＾ 2 · ψ + ·· + Kny · eknx ＾ 2 · ψ = 0 Being designed
It is a seismic isolation structure characterized by the following. 10.5.1.1.
3. Straight slope type restoring sliding bearing with V-shaped trough-shaped base isolation plate
In the case of the invention, the invention of claim 249-7 is a structure to be seismically isolated.
Between the body and the structure supporting the seismically isolated structure
Seismic isolation sliding bearing (x-direction (orthogonal) seismic isolation, V
Straight slope type restoring sliding bearing with a valley-shaped base isolation plate),
Springs (including fixing devices) such as dampers and laminated rubber
In a seismic isolation structure supported and seismically isolated by the configuration,
Simultaneous equation of motion d (dx / dt) / dt + g ｛(cos θ1x) ＾ 2 · m1 · μθ1x · sign (dx / dt + eθ 1y · dψ / dt) + (cos θ2x) ＾ 2 · m2 · μθ2x · sign (dx / d t + eθ2y · dψ / dt) + ·· + (cos θnx) ＾ 2 · mn · μθnx · sign (dx / dt + eθny · dψ / dt)｝ / m + g ｛(cose θ1x) ＾ 2 · m1 · tan θ1x · sign (x + eθ1y・ Ψ) + (cos θ2x) ＾ 2 · m2 · tan θ2x · sign (x + eθ2y · ψ) + ·· + (cos θnx) ＾ 2 · mn · tan θnx · sign (x + eθny · ψ)} / m + C1x / m · dx /Dt+C2x/m.dx/dt+.+Cnx/m.dx/dt+C1x/m.ec1y.d@/dt+C2x/m.ec2y. + / dt + ·· + Cnx / m · ecny-dψ / dt + K1x / mx · + K2x / m · x + ·· + Knx / mx · K1x / m · ek1y · ψ + K2x / m · ek2y · ψ + ·· + Knx / m · ekny · ψ = −d (dqx / dt) / dt d (dy / dt) / dt + g ｛(cos θ1y) ＾ 2 · m1 · μθ1y · sign (dy / dt−e θ1x · dψ / dt) + (cos θ2y) {2 · m2 · μθ2y · sign (dy / dt −eθ2x · d} / dt) + ·· + (cosθny) ＾ 2 · mn · μθny · sign (dy / dt -eθnx · dψ / dt)｝ / m + g ｛ (Cos θy) ＾ 2 · m1 · tan θ1y · sign (y−eθ1x · ψ) + (cos θ2y) ＾ 2 · m2 · tan θ2y · sign (y−e θ2x · ψ) +... + (Cos θny) {2 · mn · tan θny · sign (y−e θnx · ψ)} / m + C1y / m · dy / dt + C2y / m · dy / dt + ·· + Cny / m · dy / dt −C1y / m · ec1x · dψ / dt−C2y / m · ec2x · dψ / dt − ·· −Cny / m · ecnx · dψ / dt + K1y / m · y + K2y / m · y + · + Kny / m · y -K1y / m · ek1x · ψ-K2y / M · ek2x · ψ− ·· −Kny / m · eknx · ψ = −d (dqy / dt) / dt I · d (dψ / dt) / dt + g ｛(cos θ1x) ＾ 2 · m1 · μθ1x · eθ1y Sign (dx / dt + eθ1y · dψ / dt) + (cosθ2x) ＾ 2 · m2 · μθ2x · eθ2y · sign (dx / dt + eθ2y-dψ / dt) + ·· + (cosθnx) ＾ 2 · mn · μθnx Eθny · sign (dx / dt + eθny · dψ / dt)｝ −g ｛(cosθ1y) ＾ 2 · m1 · μθ1y · eθ1x · sign (dy / dt · eθ1x · dψ / dt) + (cosθ2y) ＾ 2 · m2 · μθ2y · eθ2x · sign (dy / dt−eθ2x · dψ / dt) + ·· + (cosθny) ＾ 2 · mn · μθny · eθnx · sign (dy / dt−eθnx · dψ / dt)｝ + g ｛(cosθ1x) ＾ 2 · m1 · tan θ1x · eθ1y · sign (x + eθ1y · ψ) + (cosθ2x) ＾ 2 · m2 · tanθ2x · eθ2y · si gn (x + eθ2y · ψ) + ·· + (cosθnx) ＾ 2 · mn · tanθnx. eθny · sign (x + eθny · ψ)｝ −g ｛(cosθ1y) ＾ 2 · m1 · tan θ1y · eθ1x · sign (y− θ1x · ψ) + (cos θ2y) ＾ 2 · m2 · tan θ2y · eθ2x · sign (y−eθ2x · ψ) + ·· + (cosθny) ＾ 2 · mn · tanθny · enex · sign (y-eθnx · ψ) )｝ + C1x · ec1y · dx / dt + C2x · ec2y · dy · dt + ·· + C nx · ecny · dx / dt −C1y · ec1x · dy / dt-C2y · ec2x · dy / dt− ·· -Cny · ecnx dy / dt + K1x · ek1y · x + K2x · ek2y · x + ·· + Knx · ekny · x−K1y · ek1x · y-K2y · ek2x · y- ·· -Kny · eknx · y + C1x · ec1y ＾ 2 · dx ec2y {2.d} / dt +... + Cnx.ecny {2.d} / dt + C1y.ec1x {2.d} / dt + 2y · ec2x ＾ 2 · dψ / dt + ·· + Cny · ecnx ＾ 2 · dψ / dt + K1x · ek1y ＾ 2 · ψ + K2x · ek2y ＾ 2 · ψ + · + Knx · ekny ＾ 2 · ψ + K1y · ek1x ＾ 2 · ψ + K2y・ Ek2x ＾ 2 · ψ + ・ · + Kny ・ eknx ＾ 2ψψ = 0 When θ is small, d (dx / dt) / dt + g ｛m1 よ り from (cos θ) ＾ 2 ≒ 1 and tanθ ≒ θ (radian). μθ1x · sign (dx / dt + eθ1y · dψ / dt) + m2 · μθ2x · sign (dx / dt + eθ2y · dψ / dt) + ·· + mn · μθnx · sign (dx / dt + eθny · dψ / dt)｝ / m + g θ1x · sign (x + eθ1y · ψ) + m2 · θ2x · sign (x + eθ2y · ψ) + ·· + mn · θnx · sign (x + eθny · ψ) / M + C1x / m · dx / dt + C2x / m · dx / dt + · + Cnx / m · dx / dt + C1x / m · ec1y · dψ / dt + C2x / m · ec2y · dψ / dt + ·· + Cnx / m · ecny · dψ / dt + K1x / mxx + K2x / mxx +. + Knx / mxx + K1x / mek1yψ + K2x / mek2y ・ + ・ + Knx / mkeknyψ = −d (dqx / dt) / dt d (dy / dt) / dt + g {m1 · μθ1y · sign (dy / dt-eθ1x · dψ / dt) + m2 · μθ2y · sign (dy / dt-eθ2x · dψ / dt) + ·· + mn · μθny · sign (dy / dt-eθnx · dψ / dt)｝ / m + g ｛m1 · θ1y · sign (y-eθ1x · ψ) + m2 · θ2y · sign (y-eθ2x · ψ) ·· + mn · θny · sign (y-eθnx · ψ)｝ / m + C1y / m · dy / dt + C2y / m · dy / dt + ·· + Cny / m · dy / dt -C1y / m · ec1x · dψ / dt −C2y / m · ec2x · dψ / dt − ·· −Cny / m · ecnx · dψ / dt + K1y / m · y + K2y / m · y + ·· + Kny / my · −K1y / m · ek1x · ψ−K2y / m · ek2x · ψ− ·· −Kny / m · eknx · ψ = −d (dqy / dt) / dt I · d (dψ / dt) / dt + g ｛m1 · μθ1x · eθ1y · sign (dx / dt + eθ1y · dψ / dt) + m2 · μθ2x · eθ2y · sign (dx / dt + eθ2y · dψ / dt) + ·· + mn · μθnx · eθny · sign (dx / dt + egny · dψ / dt)｝ -g ｛m1 μθ1y · eθ1x · sign (dy / dt−eθ1x · dψ / dt) + m2 · μθ2y · eθ2x · sign (dy / dt−eθ2x · dψ / dt) + ·· + mn · μθny · eθnx · sign (dy / dt-e・ Dψ / dt)｝ + g ｛m1 · θ1x · eθ1y · sign (x + eθ1y · ψ) + m2 · θ2x · eθ2y · sign (x + eθ2y · ψ) + ·· + mn · θnx · eθny · sign (x + eθny · ψ) -g ｛M1 · θ1y · eθ1x · sign (y-eθ1x · ψ) + m2 · θ2y · eθ2x · sign (y-eθ2x · ψ) + ·· + mn · θny · eθnx · sign (y-eθnx · ψ) ψ + C1x · ec1y Dx / dt + C2x · ec2y · dx / dt + ·· + C nx · ecny · dx / dt −C1y · ec1x · d y / dt ・ C2y ・ ec2x ・ dy / dt- ・ -C ny ・ ecnx ・ dy / dt + K1x ・ ek1y ・ x + K2x ・ ek2y ・ x + ・ + Knx ・ ekny ・ x -K1y ・ ek1x ・ y-K2y ・ ek2x y -..- Kny.eknx.y + C1x.ec1y {2.d} /dt+C2x.ec2y {2.d} / dt +... + Cnx.ecny {2.d} / dt + C1y.ec1x {2.d} /dt+C2y.ec 2 · dψ / dt + ·· + Cny · ecnx ＾ 2 · dψ / dt + K1x · ek1y ＾ 2 · ψ + K2x · ek2y ＾ 2 · ψ + ·· + Knx · ekny ＾ 2 · ψ + K1y · ek1x ＾ 2 · ψ + K2y · ek2x ＾ 2・ Ψ + ・ ・ + Kny ・ eknx ＾ 2 ・ ψ = 0 Designed by structural analysis
It is a seismic isolation structure characterized by the following. 10.5.1.1.
4. Straight slope type restoring sliding bearing with a mortar-shaped seismic isolation plate
In the case, the invention of claim 249-8 is a structure to be seismically isolated.
And the structure supporting the structure to be seismically isolated
Seismic isolation bearing (straight gradient type with mortar-shaped seismic isolation plate)
Restoring springs (fixed sliding bearings), dampers, laminated rubber, etc.
(Including the fixed device)
In the seismic structure, the motion equation of claim 249-7
Θnx, θny (n = 1 · 2... N)
When (x ＾ 2 + y ＾ 2) ≦ L θnx = ｛θn '· √ (x2 ＾ 2 + y2 ＾ 2))-θ
n ′ · {(x1 ＾ 2 + y1 ＾ 2)} / (x2−x1) θny = {θn ′ · √ (x2 ＾ 2 + y2 ＾ 2)) − θ
n ′ · {(x1 ＾ 2 + y1 ＾ 2)} / (y2-y1) where coordinates (x1, y1) at time t and the coordinates at time t + Δt
It is assumed that the target is (x2, y2). The coordinates at time 0 are (0,
0). When √ (x ＾ 2 + y ＾ 2)> L θnx = 0 θny = 0 Designed by structural analysis
It is a seismic isolation structure characterized by the following. 10.5.1.1.1.5. Gradient with columnar trough surface isolation plate
In the case of a mold restoring sliding bearing, the invention of claim 249-9 provides a structure to be seismically isolated,
An exemption provided between the structure supporting the structure to be shaken
Seismic sliding bearings (Cylindrical valley surface isolation in xy (orthogonal) seismic isolation)
Linear gradient restoration slide bearing with shaker), damper, product
Depending on the configuration of the restoration spring (including the fixing device) such as layer rubber, etc.
For seismic isolation structures supported and seismically isolated,
When the curvature θ is small, d (dx / dt) / dt + g {m1 · μR1x · sign (dx / dt + eR1y · dψ / dt) + m2 · μR2x · sign (dx / dt + eR2y · d} from (cos θ) ＾ 2 ≒ 1. / Dt) +.. + Mn.μRnx.sign (dx / dt + eRny.dψ / dt)｝ / m + m1.g / R1x. (X + eR1y.ψ) + m2.g / R2x. (X + eR2y.ψ) +. • + mn · g / Rnx · (x + eRny · ψ)｝ / m + C1x / m · dx / dt + C2x / m · dx / dt + ·· + Cnx / m • dx / dt + C1x / m · ec1y · dψ / dt + C2x / m · ec2y · Dψ / dt + ・ · + Cnx / m ・ ecny ・ dψ / dt + K1x / mx ・ + K2x / mxｍ +＋ · + Knx / mx ・ + K1x / m ・ ek y · ψ + K2x / m · ek2y · ψ + ·· + Knx / m · ekny · ψ = −d (dqx / dt) / dt d (dy / dt) / dt + g ｛m1 · μR1y · sign (dy / dt-eR1x · dψ / dt) + m2 · μR2y · sign (dy / dt−eR2x · dψ / dt) + ·· + mn · μRny · sign (dy / dt−eRnx · dψ / dt)｝ / m + {m1 · g / R1y · (Y-eR1x · ψ) + m2 · g / R2y · (y-eR2x · ψ) + ·· + mn · g / Rny · (y-eRnx · ψ)｝ / m + C1y / m · dy / dt + C2y / m · dy / Dt + ·· + Cny / m · dy / dt −C1y / m · ec1x · dψ / dt-C2y / m · ec2x · dψ / dt − ·· −Cny / m · ecnx · dψ / dt + K1y / my · y + K2y / m ・+ Kny / myx-K1y / mek1x ／ -K2y / mek2xψ-Kny / meknkxψ = -d (dqy / dt) / dt Id (dψ / Dt) / dt + g {m1 .mu.R1x.eR1y.sign (dx / dt + eR1y.d) / dt) + m2.mu.R2x.eR2y.sign (dx/dt+eR2y.d@/dt) + .. + mn.mu.nyn dx / dt + eRny ・ dψ / dt)｝ -g ｛m1 ・ R1y ・ eR1x ・ sign (dy / dt-eR1x ・ dψ / dt) + m2 ・ μR2y ・ eR2x ・ sign (dy / dt-eR2x ・ dψ / dt) +・ + Mn ・ μRny ・ eRnx ・ sign (dy / dt−eRnx ・ dψ / dt)｝ + m1 ・ g / R1x ・ eR1y ・ (x + eR1y ・ ψ + M2 · g / R2x · eR2y · (x + eR2y · ψ) + ·· + mn · g / Rnx · eRny · (x + eRny · ψ) -m1 · g / R1y · eR1x · (y-eR1x · ψ) -m2 · g / R2y · eR2x · (y-eR2x · ψ)-·-mn · g / Rny · eRnx · (y-eRnx · ψ) + C1x · ec1y · dx / dt + C2x · ec2y · dx / dt + · + Cnx · ecny dx / dt -1Cy.ec1x.dy / dt-C2y.ec2x.dy / dt --- Cny.ecnx.dy / dt + K1x.ek1y.x + K2x.ek2y.x +. + Knx.ekny.x-K1y.k・ Y-K2y ・ ek2x ・ y- ・ ・ −Kny ・ eknx ・ y + C1x ・ ec1y {2 ・ d} / dt + C2x ・ ec2y {2 ・ d} dt + ·· + Cnx · ecny ＾ 2 · dψ / dt + C1y · ec1x ＾ 2 · dψ / dt + C2y · ec2x ＾ 2 · dψ / dt + ·· + Cny · ecnx ＾ 2 · dψ / dt + K1x · ek1y ＾ 2 · ψ + K2 ek2y ＾ 2 · ψ + ·· + Knx · ekny ＾ 2 · ψ + K1y · ek1x ＾ 2 · ψ + K2y · ek2x ＾ 2 · ψ + ·· + Kny · eknx ＾ 2 · ψ = 0
It is a seismic isolation structure characterized by the following. 10.5.1.1.6. Gradient type with spherical isolation plate
In the case of the original sliding bearing, the invention of claim 249-10 provides a structure to be seismically isolated;
Installed between the structure supporting the seismically isolated structure
Seismic isolation sliding bearing (Gradient restoration sliding bearing with spherical seismic isolation plate)
Recovery springs such as dampers, laminated rubber, etc.
Seismic isolation structure supported and seismically isolated by the
In the equation of motion of claim 249-9, Rn
x, Rny (n = 1 · 2... n) are expressed as √ (x ＾ 2 + y
{2) ≦ L 1 / Rnx = {1 / Rn ′} {(x2 ＾ 2 + y2 ＾)
2))-1 / Rn '· {(x1 ＾ 2 + y1 ＾ 2)} /
(X2-x1) 1 / Rny = {1 / Rn}. {(X2 {2 + y2}
2))-1 / Rn '· {(x1 ＾ 2 + y1 ＾ 2)} /
(Y2-y1) where the coordinates (x1, y1) at time t and the coordinate at time t + Δt
It is assumed that the target is (x2, y2). The coordinates at time 0 are (0,
0). When √ (x ＾ 2 + y ＾ 2)> L, it is designed by performing structural analysis by setting 1 / Rnx = 0 1 / Rny = 0.
It is a seismic isolation structure characterized by the following. 10.5.1.2. In the case of n layers Hereinafter, the case where the seismically isolated structure has n layers will be described. 10.5.1.2.0. List of symbols (Description of symbols other than below)
Are 5.1.3.1. (1) Common L: Distance from the center of the mortar-shaped or spherical base-isolated plate to the outer periphery d (dqx / dt) / dt: External force (earthquake / wind) acceleration in x direction (absolute acceleration) d (dqy / dt) / dt: y-direction external force (earthquake / wind) acceleration (absolute acceleration) t: time MM1: mass of one layer of seismically isolated structure MM2: mass of two layers of seismically isolated structure MM3: seismic isolation : Mass of the three layers of the structure to be subjected:::: MMn: Mass of the n layer of the seismically isolated structure g: Gravitational acceleration (2) Seismic isolation layer (layer where the seismic isolation device is installed) xb: Center of gravity of the seismic isolation layer Response displacement in the x direction (relative displacement with respect to the ground) yb: Response displacement in the y direction of the center of gravity of the base isolation layer (relative displacement with respect to the ground) dxb / dt: Response speed in the x direction of the center of gravity of the base isolation layer (relative speed with respect to the ground) ) Dyb / dt: Response speed in the y direction of the center of gravity of the seismic isolation layer ( D (dxb / dt) / dt: Response acceleration in the x-direction of the center of gravity of the base-isolated layer (relative acceleration with respect to the ground) d (dyb / dt) / dt: Y-direction of the center of gravity of the base-isolated layer Response acceleration (relative acceleration with respect to the ground) ψb: Torsional rotation angle around the center of gravity of the seismic isolation layer Ib: Rotational inertia of the seismic isolation layer I = ∫r ＾ 2dm (r is the distance to the center of gravity for each mass) Example, length In the case of rectangles of a and b, 1/12 · m · (a ＾ 2 + b ＾ 2) μ1x: Friction coefficient of sliding bearing 1 in x direction μ1y: Friction coefficient of sliding bearing 1 in y direction μ2x: Sliding bearing 2 Friction coefficient in x direction μ2y: Friction coefficient of sliding bearing 2 in y direction μnx: Friction coefficient of sliding bearing n in x direction μny: Friction coefficient of sliding bearing n in y direction eμ1x: x from center of gravity of sliding bearing 1 Distance in the direction eμ1y: On the y direction from the center of gravity of the sliding bearing 1 Distance eμ2x: distance in the x direction from the center of gravity of sliding bearing 2 eμ2y: distance in the y direction from the center of gravity of sliding bearing 2 eμnx: distance in the x direction from the center of gravity of sliding bearing n eμny: sliding bearing n Μx1x: Friction coefficient in the x direction of the linear gradient restoring sliding bearing 1 μθ1y: Friction coefficient in the y direction of the linear gradient restoring sliding bearing 1 μθ2x: x of the linear gradient restoring sliding bearing 2 Friction coefficient in the direction μθ2y: friction coefficient in the y direction of the linear gradient restoring slide bearing 2 ·· μθnx: friction coefficient in the x direction of the linear gradient restoring sliding bearing n μθny: friction in the y direction of the linear gradient restoring sliding bearing n Coefficient θ1 ': Slope of restoring sliding bearing 1 of mortar-shaped base-isolated plate (gradient from center = conical slope) θ2': Slope of restored sliding bearing 2 of mortar-shaped base-isolated plate (gradient from center = conical slope)・ Θn ': The slope of the restoring sliding bearing n of the bowl-shaped seismic isolation plate (gradient from the center = conical slope) θ1x: The gradient in the (substantially) x direction of the linear slope restoring sliding bearing 1 θ1y: The linear slope type restoring sliding bearing 1 ( Substantially) gradient in the y direction θ2x: gradient in the (substantially) x direction of the linear gradient restoring sliding bearing 2 θ2y: gradient in the (substantially) y direction of the linear gradient restoring sliding bearing 2 θnx: linear gradient restoring sliding bearing n (substantially) gradient in the x direction θny: linear gradient-type restoration sliding bearing n (substantially) gradient in the y direction eθ1x: distance from the center of gravity of the linear gradient restoration sliding bearing 1 in the x direction eθ1y: linear gradient restoration The distance in the y direction from the center of gravity of the slide bearing 1 in the y direction eθ2x: The distance in the x direction from the center of gravity of the linear gradient restoration slide bearing 2 eθ2y: The distance in the y direction from the center of gravity of the linear gradient restoration slide support 2 eθnx: linear gradient type restoring slip The distance in the x direction from the center of gravity of the bearing n in the x direction eθny: The distance in the y direction from the center of gravity of the linear-slope restoring sliding bearing n μR1x: The friction coefficient in the x direction of the spherical isolation plate restoring sliding bearing 1 in the x direction μR1y: Spherical ΜR2x: Friction coefficient in the x direction of spherical seismic isolation plate restoring sliding bearing 2 μR2y: Friction coefficient in y direction of spherical seismic isolating plate restoring sliding bearing 2 μRnx : Friction coefficient in the x direction of the spherical isolator plate restoring sliding bearing n μRny: Friction coefficient in the y direction of the spherical isolator plate restoring sliding bearing n R1 ′: radius of curvature of the spherical isolator plate restoring sliding bearing 1 (center R2 ': radius of curvature of spherical base-isolation plate restoring sliding bearing 2 (gradient from center = conical gradient) Rn': radius of curvature of spherical base-isolating plate restoring sliding bearing n (center R1x: Spherical base isolation (Substantially) radius of curvature of the restoring sliding bearing 1 R1y: (Substantially) radius of curvature of the restoring sliding bearing 1 R2x: (Essential) radius of curvature of the restoring sliding bearing 2 R2y: Spherically isolated (Essential) radius of curvature of the plate-restoring sliding bearing 2 Rnx: (Essential) radius of curvature of the spherical base-isolating plate restoring sliding bearing n Rny: (Essential) radius of curvature of the spherical base-isolating plate restoring sliding bearing n eR1x: Spherical ER1y: Distance in the y direction from the center of gravity of the spherical isolator plate restoring sliding bearing 1 eR1x: Distance in the y direction from the center of gravity of the spherical isolator plate restoring sliding bearing 1 eR2x: Center of gravity of the spherical isolator plate restoring sliding bearing 2 ER2y: Distance in the y direction from the center of gravity of the spherical isolator plate restoring slide bearing 2 eRnx: Distance in the x direction from the center of gravity of the spherical isolator plate restoring slide bearing n eRny ： From the center of gravity of the spherical bearing base restoring sliding bearing n M1: Support mass of seismic isolation bearing 1 (mass of seismically isolated structure) m2: Support mass of seismic isolation bearing 2 (mass of seismically isolated structure) mn: seismic isolation Supporting mass of bearing n (mass of seismically isolated structure) Σmn = MM1 + MM2 +... + MMn Cb1x: Viscous damping coefficient of damper 1 of seismic isolation layer in x direction Cb1y: Viscous damping of damper 1 of seismic isolation layer in y direction Coefficient Cb2x: Viscous damping coefficient of damper 2 of base-isolated layer in x direction Cb2y: Viscous damping coefficient of damper 2 of base-isolated layer in y direction Cbnx: Viscous damping coefficient of damper n of base-isolated layer in x direction Cbny: Viscous damping coefficient in the y direction of the damper n in the seismic isolation layer ecb1x: Distance in the x direction from the center of gravity of the damper 1 in the seismic isolation layer ecb1y: Distance in the y direction from the center of gravity of the damper 1 in the seismic isolation layer ecb2x: Isolated Seismic layer damper Ecb2y: distance in the y direction from the center of gravity of the damper 2 in the seismic isolation layer ecbnx: distance in the x direction from the center of gravity of the damper n in the seismic isolation layer ecbny: seismic isolation The distance in the y direction from the center of gravity of the damper n of the layer in the y direction Kb1x: the spring constant in the x direction of the restoring spring etc. of the seismic isolation layer Kb1y: the spring constant in the y direction of the restoring spring etc. Kb2y: Spring constant of the seismic isolation layer in the y direction, etc. Kb2y: Spring constant of the seismic isolation layer in the y direction, etc. Kbnx: Spring constant of the seismic isolation layer, etc. in the x direction Kbny: Seismic isolation layer The spring constant of the restoring spring n in the y direction ekb1x: The distance of the seismic isolation layer in the x direction from the center of gravity of the restoring spring 1 ekb1y: The distance of the seismic isolation layer in the y direction from the center of gravity of the restoring spring 1 ： X from the center of gravity of 2 such as restoring spring of seismic isolation layer Distance of improvement ekb2y: Distance in the y direction from the center of gravity of restoring spring 2 of the base-isolated layer, etc. • ekbnx: Distance of the restoring spring in the x direction from the center of gravity of the resting spring, etc. ekbny: Restoration of the base-isolated layer Distance in the y direction from the center of gravity of spring n etc. in the y direction (3) n layer xn ': Response displacement in the x direction of the center of gravity of the n layer (seismic isolation layer = relative displacement to one floor) yn': y of the center of gravity of the n layer Response displacement in the direction (relative displacement with respect to the seismic isolation layer) dxn '/ dt: Response speed in the x direction of the center of gravity of the n layer (relative velocity with respect to the seismic isolation layer) dyn' / dt: Response speed in the y direction of the center of gravity of the n layer (Relative velocity with respect to the seismic isolation layer) d (dxn '/ dt) / dt: Response acceleration in the x direction of the center of gravity of the nth layer (relative acceleration with respect to the seismic isolation layer) d (dyn' / dt) / dt: nth layer Response in the y direction of the center of gravity (relative acceleration with respect to the seismic isolation layer) 'n': n layers Twist rotation angle around the center of gravity Cn'x: Viscous damping coefficient of the n layer in the x direction Cn'y: viscous damping coefficient of the n layer in the y direction ecn'x: Viscosity of the n layer = Cn'x from the center of gravity of the center Distance in x direction ecn'y: Viscosity of n layer = distance in y direction from center of gravity of center of Cn'y Kn'x: Total stiffness of n layer in x direction Kn'y: y in n direction of y layer Total stiffness ekn'x: distance in the x direction from the center of gravity of the stiffness of n layers (rigidity) ekn'y: distance in the y direction from the center of gravity of the stiffness center of the n layers (rigidity) In ' : Rotational inertia of n layers I = {r ＾ 2dm (r is the distance to the center of gravity for each mass) For example, in the case of a rectangle of length a and b, 1/12 · m · (a ＾
2 + b ＾ 2) where n ′ = n−1, n ″ = n−2, n ″ ″ = n−3 10.5.1.2.1. Spring type restoration device + viscous damping type equipment
In the case of the following 10.0.5.2.3. In the equation of motion
= Θnx = θny = 0, μ = μnx = μny = μθnx
= Μθny = 0. 10.5.1.2.2. Sliding bearing + spring type restoration device + sticky
In the case of an attenuated type device, the following 10.5.2.2.3. In the equation of motion
= Θnx = θny = 0. 10.5.1.2.3. Straight line with V-shaped trough-shaped base isolation plate
In the case of a slope-type restoring sliding bearing, the invention of claim 249-11 provides a structure to be seismically isolated;
Installed between the structure supporting the seismically isolated structure
Seismic isolation bearing (V-shaped valley surface in xy (orthogonal) seismic isolation)
Linear slope type restoring sliding bearings with seismic isolation plates), dampers
-Structure of restoring spring (including fixing device) such as laminated rubber
For seismic isolation structures supported and seismically isolated by
By structural analysis using simultaneous equations of motion
A seismic isolation structure characterized by being measured. 1) In the case of two layers (Eccentricity is also applied to layers other than the seismic isolation layer) The structure to support the seismically isolated structure and the structure to be isolated
Seismic isolation sliding bearings (x and y directions (
Direction) Linear gradient restoration with V-shaped trough-shaped seismic isolation plate
Restoring springs (fixed equipment) such as sliding bearings, dampers, and laminated rubber
Seismic isolation structure supported and seismically isolated by a configuration such as
In the structure, simultaneous equations of motion d (dxb / dt) / dt + g ｛(cos θ1x) ＾ 2 · m1 · μθ1x · sign (dxb / dt + e θ1y · dψb / dt) + (cos θ2x) ＾ 2 · m2 · μθ2x · sign (Dxb / dt + eθ2y · dψb / dt) + ·· + (cosθnx) ＾ 2 · mn · μθnx · sign (dxb / dt + eθny · dψb / dt)｝ / MM1 + g ｛(cosθ1x) ＾ 2 · m1 · tanθ1x · sign xb + eθ1 y · {b) + (cosθ2x) ＾ 2 · m2 · tanθ2x · sign (xb + eθ2y · ψb) + ·· + (cosθnx) ＾ 2 · mn-tanθnx · sign (xb + eθny · {b)} / MM1 + Cb Dxb / dt + Cb2x / MM1-dxb / dt +. + Cbnx / MM1. xb / dt + Cb1xMM1 ・ ecb1y ・ dψb / dt + Cb2x / MM1 ・ ecb2 y ・ dψb / dt + ・ + Cbnx / MM1 ・ ecbny ・ dψb / dt + Kb1x / MM1 ・ xb + Kb1ｘx / MM1 ・ Mb・ Ekb1y ・ ψb + Kb2x / MM1 ・ ekb2y ・ ψb + ・ ・ + Kbnx / MM1 ・ ekbny ・ ｎb-C1x / MM1 ・ dx1 / dt-C1x / MM1 ・ ec1y ・ dψ1 / dt-K1x / MM1 ・ x1 -K1x / MM1 Ψ1 = −d (dqx / dt) / dtd (d (x1) / dt) / dt + C1x / MM2 · dx1 / dt + C1x / MM2 · ec1y · dψ1 / dt + K1x / MM2 · x1 + K1x / MM2 · ek1y · ψ1 = -D (dxb / d t) / dt−d (dqx / dt) / dtd (dyb / dt) / dt + g ｛(cos θ1y) ＾ 2 · m1 · μθ1y · sign (dyb / dt−eθ1x · dψb / dt) + (cosθ2y) ＾ 2 · M2 · μθ2y · sign (dyb / dt-eθ2x · dψb / dt) + ·· + (cosθny) ＾ 2 · mn · μθny · sign (dyb / dt-eθnx · dψb / dt) / MM1 + g ｛(cosθ1y) ) ＾ 2 · m1 · tan θ1y · sign (yb−eθ1x · ψb) + (cos θ2y) ＾ 2 · m2 · tan θ2y · sign (yb−eθ2x · ψb) + ·· + (cos θny) ＾ 2 · mn · tanθny · sign (yb−eθnx · {b)} / MM1 + Cb1y / MM1 · dyb / dt + Cb2y / MM1 · dyb / dt + ·· + Cbny / M1 · dyb / dt −Cb1y / MM1 · ecb1x · dψb / dt−Cb2y / MM1 · ec b2x · dψb / dt— ·· −Cbny / MM1 · ecnx · dψb / dt + Kb1y / MM1 · yb + Kb2y / MM1 + Kbny / M M1 · yb −Kb1y / MM1 · ekb1x · {b-Kb2y / MM1 · ekb2x · ψb− · −Kbny / MM1 · ekbnx · {b-C1y / MM1 · dy1 / dt + C1y / MM1 · ec1t · d} / −K1y / MM1 · y1 + K1y / MM1 · ek1x · ψ1 = −d (dqy / dt) / dt d (d (y1) / dt) / dt + C1y / MM2 · dy1 / dt-C1y / MM2 · ec1x · dψ1 / dt + K1y / MM2 · y1−K1y / MM2 · ek1x · ψ1 = −d (d b / dt) / dt−d (dqy / dt) / dtIb · d (dψb / dt) / dt + g ｛(cos θ1x) ＾ 2 · m1 · μθ1x · eθ1y · sign (dxb / dt + eθ1y · dψb / dt) + ( (cos θ2x) {2 · m2 · μθ2x · eθ2y · sign (dxb / dt + eθ2y · dψb / dt) + ·· + (cosθnx) ＾ 2 · mn · μθnx · eθny · sign (dxb / dt + eθny · dψb / dt) ｛(Cos θ1y) ＾ 2 · m1 · μθ1y · eθ1x · sign (dyb / dt−eθ1x · dψb / dt) + (cos θ2y) ＾ 2 · m2 · μθ2y · eθ2x · sign (dyb / dt−eθ2x · dψb / dt) + ·· + (cos θny) ＾ 2 · mn · μθny · eθnx · sign (dyb / dt−eθnx · dψb / dt ＋ + g ｛(cos θ1x) ＾ 2 · m1 · tan θ1x · eθ1y · sign (x b + eθ1y · ψb) + (cos θ2x) ＾ 2 · m2 · tan θ2x · eθ2y · sig (xb + eθ2y · ψb) +... + (Cosθn) 2 · mn · tanθnx · eθny · sign (xb + eθny · ψb)｝ −g ｛(cosθ1y) ＾ 2 · m1 · tanθ1y · eθ1x · sign (yb −eθ1x · ψb) + (cosθ2y) ＾ 2 · m2 · tanθ2y · eθ2x · sign n (yb−eθ2x · ψb) + ·· + (cos θny) ＾ 2 · mn · tanθny · eθnx · sig n (yb−eθnx · ψb)｝ + Cb1x · ecb1y · dxb / dt + Cb2x · xbdxtxdby .. + Cbnx.ecbny.dxb / dt -Cb1y.ecb1 x · dyb / dt−Cb2y · ecb2x · dyb / dt− ·· −Cbny · ecbnx · dyb / dt + Kb1x · ekb1y · xb + Kb2x · ekb2y · xb + ·· + Kb nx · ekb1 · ybx1. ekb2x · yb− ·· −Kb ny · ekbnx · yb + Cb1x · ecb1y ＾ 2 · dψb / dt + Cb2x ・ ecb2y ＾ 2 · dψb / dt + ·· + Cbnx · ecbny ＾ 2 · dψb / dt + Cb1ｄ2c / db + cb1・ Ecb2x ＾ 2 ・ dψb / dt + ・ ・ + Cbny ・ ecbnx ＾ 2 ・ dψb / dt + Kb1x ・ ekb1y ＾ 2ψψb + Kb2x ・ ekb2y ＾ 2ψψb +＋+ Kbnxｅekbny ＾ 2ψψb + Kb1 ＾ b + Kb1 ＾ 2y · ekb2x ＾ 2 · ψb + ·· + Kbny · ekbnx ＾ 2 · ψb = 0 −C1x · ec1y · dx1 / dt + C1y · ec1x · dy1 / dt −K1x · ek1y · x1 + K1y · ek1x · y1 −C1x · e Dψ1 / dt-C1y ・ ec1x ＾ 2 ・ dψ1 / dt-K1x ・ ek1y ＾ 2ψψ1 -K1y ・ ek1x ＾ 2ψ1 = 0 I1 ・ d (dψ1 / dt) / dt + Ib ・ d (dψb / dt) / dt + C1x · ec1y · dx1 / dt −C1y · ec1x · dy1 / dt + K1x · ek1y · x1 −K1y · ek1x · y1 + C1x · ec1y ＾ 2 · dψ1 / dt + C1y · ec1x ＾ 2 · dψ1 / x2 · dψ1 / x1k ψ1 + K1y · ek1x ＾ 2 · ψ1 = 0 Designed by structural analysis To become a
It is a seismic isolation structure characterized by the following. 2) In the case of three layers (Eccentricity is also present in layers other than the seismic isolation layer) The structure that supports the seismically isolated structure and the seismically isolated structure
Seismic isolation sliding bearings (x and y directions (
Direction) Linear gradient restoration with V-shaped trough-shaped seismic isolation plate
Restoring springs (fixed equipment) such as sliding bearings, dampers, and laminated rubber
Seismic isolation structure supported and seismically isolated by a configuration such as
In the structure, simultaneous equations of motion d (dxb / dt) / dt + g ｛(cos θ1x) ＾ 2 · m1 · μθ1x · sign (dxb / dt + e θ1y · dψb / dt) + (cos θ2x) ＾ 2 · m2 · μθ2x · sign (Dxb / dt + eθ2y · dψb / dt) + ·· + (cosθnx) ＾ 2 · mn · μθnx · sign (dxb / dt + eθny · dψb / dt)｝ / MM1 + g ｛(cosθ1x) ＾ 2 · m1 · tanθ1x · sign (Xb + eθ1 y · ψb) + (cos θ2x) ＾ 2 · m2 · tan θ2x · sign (xb + eθ2y · ψb) + ·· + (cosθnx) ＾ 2 · mn · tanθnx · sign (xb + eθny · ψb)｝ MM1 + Cb1 Dxb / dt + Cb2x / MM1 dxb / dt +. + Cbnx / MM1.d b / dt + Cb1x / MM1 · ecb1y · dψb / dt + Cb2x / MM1 · ecb 2y · dψb / dt + ·· + Cbnx / MM1 · ecbny · dψb / dt + Kb1x / MM1 · xb + Kb2x / MM1 · xbx · MM1 · xbx / MM1. / MM1 · ekb1y · ψb + Kb2x / MM1 · ekb2y ·· b + ·· + Kbnx / MM1 · ekbny · ψb-C1x / MM1 · dx1 / dt-C1x / MM1 · ec1y · dψ1 / dt−K1x / MM1 · x1−K1x Ek1yψ1 = −d (dqx / dt) / dtd (d (x1) / dt) / dt + C1x / MM2２dx1 / dt + C1x / MM2 ・ ec1y ・ dψ1 / dt + K1x / MM2 ・ x1 + K1x / MM2 ・ ek1y・ Ψ1 -C2x / MM2 ・dx2 / dt−dx1 / dt) −C2x / MM2 · ec2y · (dψ2 / dt · dψ1 / dt) −K2x / MM2 · (x2-x1) −K2x / MM2 · ek2y · (ψ2-ψ1) = − d (Dxb / dt) / dt-d (dqx / dt) / dt d (d (x2) / dt) / dt + C2x / MM3 · (dx2 / dt · dx1 / dt) + C2x / MM3 · ec 2y · (dψ2 / dt−dψ1 / dt) + K2x / MM3 · (x2-x1) + K2x / MM3 · ek2y · (ψ2-ψ1 = −d (dxb / dt) / dt−d (dqx / dt) / dt d (dyb / dt) / Dt + g ｛(cos θ1y) ＾ 2 · m1 · μθ1y · sign (dyb / dt-e θ1x · dψb / dt) + (cos θ2y) ＾ 2 · m2 · μθ2y · sign (dyb / dt-eθ2x · + (cos θny) ＾ 2 · mn · μθny · sign (dyb / dt-eθnx · dψb / dt)｝ / MM1 + g ｛(cos θ1y) ＾ 2 · m1 · tan θ1y · sign (yb-eθ1) x · ψb) + (cos θ2y) ＾ 2 · m2 · tan θ2y · sign (yb−eθ2x · ψb) + ·· + (cos θny) ＾ 2 · mn · tan θny · sign (yb−eθnx · ψb) / MM1 + Cb1y / MM1 · dyb / dt + Cb2y / MM1 · dyb / dt + ·· + Cbny / MM1 · dyb / dt −Cb1y / MM1 · ecb1x · dψb / dt-Cb2y / MM1 · ec b2x · dψb / dt− ··· Cbny / MM Dψb / dt + Kb1y / MM1 · yb + Kb2y / MM1 · yb + ·· + Kbny / M M1 · yb−Kb1y / MM1 · ekb1x · ψb−Kb2y / MM1 · ekb2x · ψb− ·· −Kbny / MM1 · ekbnx · ψb −C1y / MM1 · dy1 / dt + C1y / MM1 · ec1x · dψ1 / dt-K1y / MM1 · y1 + K1y / MM1 · ek1x · ψ1 = −d (dqy / dt) / dt d (d (y1) / dt) / dt + C1y / MM2 · dy1 / dt-C1y / MM2 · ec1x · dψ1 / dt + K1y / MM2 ・ y1 -K1y / MM2 ・ ek1xψ1 -C2y / MM2 ・ (dy2 / dt-dy1 / dt) + C2y / MM2 ・ ec 2x ・ (dψ2 / dt-dψ1 / dt) -K2y / MM2 ・ (y2- y1) + K2y / MM2 · ek2x · (ψ2-ψ1) = − d (dyb / dt) / dt−d (dqy / dt) / dt d (d (y2) / dt) / dt + C2y / MM3 ・ (dy2 / dt ・ dy1 / dt) -C2y / MM3 ・ ec 2x ・ (dψ2 / dt-dψ1 / dt) + K2y / MM3 ・ (y2-y1) −K2y / MM3 · ek2x · (ψ2-ψ1) = − d (dyb / dt) / dt−d (dqy / dt) / dt Ib · d (dψb / dt) / dt + g ｛(cos θ1x) ＾ 2 · m1 .Mu..theta.1x.e.theta.1y.sign (dxb/dt+e.theta.1y.d@b/dt) + (cos .theta.2x) @ 2.m2.mu..theta.2x.e.theta.2y.sign (dxb/dt+e.theta.2y.d@b/dt) + .. + (cos.theta.n. μθnx · eθny · sign (dxb / dt + eθny · dψb / dt)｝ −g ｛(cosθ1y) ＾ 2 · m1 · μθ1y · eθ1x · sign (dyb / dt) −eθ1x · dψb / dt) + (cosθ2y) ＾ 2 · m2 · μθ2y · eθ2x · sign (dyb / dt−eθ2x · dψb / dt) + ·· + (cosθny) ＾ 2 · mn · μθny · eθnx · sign ( dyb / dt-eθnx · dψb / dt)｝ + g ｛(cosθ1x) ＾ 2 · m1 · tanθ1x · eθ1y · sign (xb + eθ1y · ψb) + (cosθ2x) ＾ 2 · m2 · tanθ2x · eθ2y · sign2 + (cosθnx) ＾ 2 · mn · tanθnx · eθny · sign (xb + eθny · ψb)｝ −gｃｏ (cosθ1y) ・ 2 · m1 · tanθ1y · eθ1x · sign (yb −eθ1x · ψb) + (Cos θ2y) ＾ 2 · m2 · tan θ2y · eθ2x · sign (yb−eθ2x · ψb) + (Cos θny) ＾ 2 · mn · tan θny · eθnx · sign (yb−eθnx · ψb)} + Cb1x · ecb1y · dxb / dt + Cb2x · ecb2y · dxb / dt + ·· + Cbnx · ecbny · db1 · db1 / Dt-Cb2y · ecb2x · dyb / dt− ·· −Cbny · ecbnx · dyb / dt + Kb1x · ekb1y · xb + Kb2x · ekb2y · xb + ·· + Kbnx · ekbny · xb-kb1y · kb1y − ·· −Kb ny · ekbnx · yb + Cb1x · ecb1y ＾ 2 · dψb / dt + Cb2x · ecb2y ＾ 2 · dψb / dt + ·· + Cbnx · ecbny ＾ 2 · dψb / dt + Cb1y · ecb1d ＾ 2 · d ・ · dbb2d b2y · ecb2x ＾ 2 · dψb / dt + ·· + Cbny · ecbnx ＾ 2 · dψb / dt + Kb1x · ekb1y ＾ 2 · ψb + Kb2x · ekb2y ＾ 2 · ψb + · + Kbnx · ekbny ＾ 2 · x · yb · 2Ｋyb ・ 2ψyb · Ekb2x ＾ 2 · {b + ・ · + Kbny · ekbnx ＾ 2 · ψb−C1x · ec1y · dx1 / dt + C1y · ec1x · dy1 / dt −K1x · ek1y · x1 + K1y · ek1x · y1 −C1x · ec1y ＾ dt−C1y · ec1x ＾ 2 · dψ1 / dt −K1x · ek1y ＾ 2 · ψ1 −K1y · ek1x ＾ 2 · ψ1 = 0 I1 · d (dψ1 / dt) / dt + Ib · d (dψb / dt) / dt + C1x・ Ec1y ・ dx1 / dt −C1y ・ ec1x ・ dy1 / dt + K1 · Ek1y · x1 -K1y · ek1x · y1 + C1x · ec1y ＾ 2 · dψ1 / dt + C1y · ec1x ＾ 2 · dψ1 / dt + K1x · ek1y ＾ 2 · ψ1 + K1y · ek1x ＾ 2 · ψ1 −C2x · x2d · x2d · x2 −dx1 / dt) + C2y · ec2x · (dy2 / dt · dy1 / dt) −K2x · ek2y · (x2-x1) + K2y · ek2x · (y2-y1) −C2x · ec2y ＾ 2 · (dψ2 / dt−dψ1) / Dt) -C2y ・ ec 2x ＾ 2 ・ (dψ2 / dt-dψ1 / dt) -K2x ・ ek2y ＾ 2 ・ (ψ2-ψ1) -K2y ・ ek2x ＾ 2 ・ (ψ2-ψ1) = 0 I2 ・ d ( dψ2 / dt) / dt + Ib · d (d (dψb / dt) / dt + C2x · ec2y · (dx2 / dt · dx1 / dt) −C2y · ec2x · (d y2 / dt−dy1 / dt) + K2x · ek2y · (x2-x1) −K2y · ek2x · (y2−y1) + C2x · ec2y ＾ 2 · (dψ2 / dt−dψ1 / dt) + C2y · ec 2x ＾ 2 · ( dψ2 / dt-dψ1 / dt) + K2x ・ ek2y ＾ 2 ・ (ψ2-ψ1) + K2y ・ ek2x ＾ 2 ・ (ψ2ψψ1) = 0
It is a seismic isolation structure characterized by the following. 3) In the case of n layers (Eccentricity is also present in layers other than the seismic isolation layer) The structure to be isolated and the structure to support the isolated structure
Seismic isolation sliding bearings (x and y directions (
Direction) Linear gradient restoration with V-shaped trough-shaped seismic isolation plate
Restoring springs (fixed equipment) such as sliding bearings, dampers, and laminated rubber
Seismic isolation structure supported and seismically isolated by a configuration such as
In the structure, simultaneous equations of motion d (dxb / dt) / dt + g ｛(cos θ1x) ＾ 2 · m1 · μθ1x · sign (dxb / dt + e θ1y · dψb / dt) + (cos θ2x) ＾ 2 · m2 · μθ2x · sign (Dxb / dt + eθ2y · dψb / dt) + ·· + (cosθnx) ＾ 2 · mn · μθnx · sign (dxb / dt + eθny · dψb / dt)｝ / MM1 + g ｛(cosθ1x) ＾ 2 · m1 · tanθ1x · sign xb + eθ1 y · b) + (cos θ2x) ＾ 2 · m2 · tan θ2x · sign (xb + eθ2y · ψb) + ·· + (cosθnx) ＾ 2 · mn · tanθnx · sign (xb + eθny · {b)} / MM1 + Cb Dxb / dt + Cb2x / MM1 dxb / dt +. + Cbnx / MM1. xb / dt + Cb1x / MM1 · ecb1y · dψb / dt + Cb2x / MM1 · ecb 2y · dψb / dt + ·· + Cbnx / MM1 · ecbny · dψb / dt + Kb1x / MM1 · xb + Kb2x / MM1 · xb + / MM1 · xb + / MM1 ・ ekb1yψb + Kb2x / MM1 ・ ekb2yψb + ・ + Kbnx / MM1 ・ ekbnyｋb -C1x / MM1ｘdx1 / dt-C1x / MM1 ・ ec1y ・ dψ1 / dt -K1x / MM1 ・ x1 -K1x / MM Ek1y · ψ1 = −d (dqx / dt) / dt d (d (x1) / dt) / dt + C1x / MM2 · dx1 / dt + C1x / MM2 · ec1y · dψ1 / dt + K1x / MM2 · x1 + K1x / MM2 · ek1y・ Ψ1 -C2x / MM2 (Dx2 / dt · dx1 / dt) −C2x / MM2 · ec 2y · (dψ2 / dt · dψ1 / dt) −K2x / MM2 · (x2-x1) −K2x / MM2 · ek2y · (ψ2-ψ1) = − d (dxb / dt) / dt−d (dqx / dt) / dt d (d (x2) / dt) / dt + C2x / MM3 · (dx2 / dt−dx1 / dt) + C2x / MM3 · ec 2y · (dψ2 / Dt-dψ1 / dt) + K2x / MM3 ・ (x2-x1) + K2x / MM3 ・ ek2y ・ (ψ2-ψ1) -C3x / MM3 ・ (dx3 / dt-dx2 / dt) -C3x / MM3 ・ ec3y ・ ( dψ3 / dt-dψ2 / dt) −K3x / MM3 · (x3-x2) −K3x / MM3 · ek3y · (ψ3-ψ2) = − d (dxb / dt) / dt−d (dqx / dt) / dt ·D (d (xn ") / dt) / dt + Cn" x / MMn '. (Dxn "/ dt-dxn"' / dt) + Cn "x / MMn'.ecn" y. (D @ n "/ dt-d @ n "'/ Dt) + Kn" x / MMn'. (Xn "-xn" ') + Kn "x / MMn'.ekn" y. ({N "-@ n"') -Cn'x / MMn '. (Dxn' /Dt-dxn"/dt)-Cn'x/MMn'.ecn'y.(dn'n'/dt-d'n"/dt)-Kn'x/MMn'.(xn'-xn")-Kn ' x / MMn '・ ekn'y ・ (ψn'-ψn ") =-d (dxb / dt) / dt-d (dqx / dt) / dt d (d (xn') / dt) / dt + Cn'x /MMn.(dxn'/dt-dxn"/dt)+Cn'x/MMn.ecn'y.(d@n'/dt- ψn "/ dt) + Kn'x / MMn ・ (xn'-xn") + Kn'x / MMn ・ ek n'y ・ (ψn'-ψn ") = -d (dxb / dt) / dt-d (dqx / Dt) / dt d (dyb / dt) / dt + g ｛(cos θ1y) ＾ 2 · m1 · μθ1y · sign (dyb / dt-e θ1x · dψb / dt) + (cos θ2y) ＾ 2 · m2 · μθ2y · sign (Dyb / dt−eθ2x · dψb / dt) + ·· + (cosθny) ＾ 2 · mn · μθny · sign (dyb / dt−eθnx · dψb / dt)｝ / MM1 + g ｛(cosθ1y) ＾ 2 · m1 · tanθ1y · sign (yb−eθ1x · ψb) + (cosθ2y) ＾ 2 · m2 · tanθ2y · sign (yb−eθ2x · ψb) + ·· + (cosθny) ＾ 2 · mn · tanθny · si gn (yb−eθnx · {b)} / MM1 + Cb1y / MM1 · dyb / dt + Cb2y / MM1 · dyb / dt + ·· + Cbny / MM1 · dyb / dt −Cb1y / MM1 · ecb1x · dψb / dt−Cb2xMM Dψb / dt- ・ -Cbny / MM1 ・ ecnx ・ db / dt + Kb1y / MM1ＭＭyb + Kb2y / MM1 ・ yb + ・ + Kbny / MM1 ・ yb-Kb1y / MM1 ・ ekb1xψψb-Kb2y / MM1 ・ ｋkb2 b− ·· −Kbny / MM1 · ekbnx · ψb−C1y / MM1 · dy1 / dt + C1y / MM1 · ec1x · dψ1 / dt −K1y / MM1 · y1 + K1y / MM1 · ek1x · ψ1 = −d (dqy / dt) / dt d (d (y1) / dt) / dt + C1y / MM • dy1 / dt−C1y / M2 · ec1x · dψ1 / dt + K1y / MM2 · y1−K1y / MM2 · ek1x · ψ1−C2y / MM2 · (dy2 / dt−dy1 / dt) + C2y / MM2 · ec2x · (dψ2 / Dt−dψ1 / dt) −K2y / MM2 · (y2-y1) + K2y / MM2 · ek2x · (ψ2-ψ1) = − d (dyb / dt) / dt−d (dqy / dt) / dt d (d (Y2) / dt) / dt + C2y / MM3 · (dy2 / dt−dy1 / dt) −C2y / MM3 · ec 2x · (dψ2 / dt−dψ1 / dt) + K2y / MM3 · (y2-y1) −K2y / MM3 ・ ek2x ・ (ψ2-ψ1) -C3y / MM3 ・ (dy3 / dt-dy2 / dt) + C3y / MM3 ・ ec 3x ・ (dψ3 / dt-dψ2 / dt) -K3y / MM3 · (y3-y2) + K3y / MM3 · ek3x · (ψ3-ψ2) = − d (dyb / dt) / dt−d (dqy / dt) / dt ··· d (d (yn ”) / dt ) / Dt + Cn "y / MMn '. (Dyn" / dt-dyn "' / dt) + Cn" y / MMn'.ecn "x. (D @ n" / dt-d @ n "'/ dt) + Kn" y / MMn '· (Yn ”−yn” ′) + Kn ”y / MMn ′ · ekn” x · (ψn ”-ψn”') -Cn'y / MMn '· (dyn' / dt-dyn "/ dt) -Cn 'y / MMn' ・ ecn'x ・ (dψn '/ dt-dψn "/ dt) -Kn'y / MMn' ・ (yn'-yn") -Kn'y / MMn '・ ekn'x ・ ( ψn′−ψn ″) = − d (dyb / dt) / dt−d (dqy / dt) / dt d (d (y ') / Dt) / dt + Cn'y / MMn. (Dyn' / dt-dyn "/dt)-Cn'y/MMn.ecn'x.(d@n'/dt-d@n" / dt) + Kn'y /MMn.(yn'-yn ") -Kn'y / MMn.ekn'x. (Ψn'-ψn") = -d (dyb / dt) / dt-d (dqy / dt) / dt Ib. d (dψb / dt) / dt + g ｛(cos θ1x) ＾ 2 · m1 · μθ1x · eθ1y · sign (dxb / dt + eθ1y · dψb / dt) + (cosθ2x) ＾ 2 · m2 · μθ2x · eθ2y · sign (dxb / dx2・ Dψb / dt) + ・ ・ + (cosθnx) ＾ 2 ・ mn ・ μθnx ・ eθny ・ sign (dxb / dt + eθny ・ dψb / dt)｝ -g ｛(cosθ1y) ＾ 2 ・ m1 ・ μθ1y ・ eθ1x ・ si gn (dy b / dt−eθ1x · dψb / dt) + (cos θ2y) ＾ 2 · m2 · μθ2y · eθ2x · sign (dyb / dt−eθ2x · dψb / dt) +... + (cosθny) ＾ 2 · mn · μθny · eθnx · sign (dyb / dt−eθnx · dψb / dt)｝ + g ｛(cosθ1x) ＾ 2 · m1 · tan θ1x · eθ1y · sign (xb + eθ1y · ψb) + (cosθ2x) ＾ 2 · m2 · θ2y2 · Sign (xb + eθ2y · ψb) + ·· + (cosθnx) ＾ 2 · mn · tanθnx · eθny · sign (xb + eθny · ψb)｝ -g ｛(cosθ1y) ＾ 2 · m1 · tanθ1y · eθ1x · sign (y be-eθ1xψb) + (cosθ2y) ＾ 2 · m2 · tan θ2y · eθ2x · sign (yb-eθ) + (Cosθny) ＾ 2 ・ mn ・ tanθny ・ eθnx ・ sign (yb−eθnx ・ ψb)｝ + Cb1x ・ ecb1y ・ dxb / dt + Cb2x ・ ecb2y ・ dxb / dt + ・ ・ xbnx / Dt-Cb1y · ecb1x · dyb / dt-Cb2y · ecb2x · dyb / dt − ·· −Cbny · ecbnx · dyb / dt + Cbnx · ecbny ＾ 2 · dψb / dt + Cb1y · ecb1x ＾ 2 · dψb / dt + Cb2y · ecb2x ＾ 2 · dψb / dt + ·· + Cbny · ecbnx ＾ 2 · dψb / dt + Kb1x · xbxxbxxb2 x ・ ekb y · xb −Kb1y · ekb1x · yb-Kb2y · ekb2x · yb− ·· −Kbny y · ekbnx · yb + Kb1x · ekb1y ＾ 2 · ψb + Kb2x · ekb2y ＾ 2 · ψb + ·· 1b · yb · yb · yb · xbx · kbn ＾ 2 · ψb + Kb2y · ekb2x ＾ 2 · ψb + ·· + Kbny · ekbnx ＾ 2 · ψb −C1x · ec1y · dx1 / dt + C1y · ec1x · dy1 / dt −K1x · ek1y · x1 + K1y · ek1x · y1c1y 2 ・ dψ1 / dt-C1y ・ ec1x ＾ 2 ・ dψ1 / dt-K1x ・ ek1y ＾ 2ψψ1 -K1y ・ ek1x ＾ 2ψ1 = 0 I1 ・ d (dψ1 / dt) / dt + Ib ・ d (dψb / dt ) / Dt + C1x · ec1y · dx1 / dt −C1y · ec1x · d y1 / dt + K1x · ek1y · x1 −K1y · ek1x · y1 + C1x · ec1y ＾ 2 · dψ1 / dt + C1y · ec1x ＾ 2 · dψ1 / dt + K1x · ek1y ＾ 2 · ψ1 + K1y · ek1x ＾ 2 · ψ2−ψ1c (Dx2 / dt-dx1 / dt) + C2y · ec2x · (dy2 / dt-dy1 / dt) −K2x · ek2y · (x2-x1) + K2y · ek2x · (y2-y1) −C2x · ec2y ＾ 2 · ( dψ2 / dt-dψ1 / dt) -C2y ・ ec2 x ＾ 2 (dψ2 / dt-dψ1 / dt) -K2x ・ ek2y ＾ 2 ・ (ψ2-ψ1) -K2y ・ ek2x ＾ 2 ＾ (ψ2-ψ1) = 0 12 · d (dψ2 / dt) / dt + Ib · d (dψb / dt) / dt + C2x · ec2y · (dx2 / dt−dx1 / dt) −C2y · e c2x. (dy2 / dt-dy1 / dt) -C3x.ec3y. (dx3 / dt-dx2 / dt) + C3y.ec3x. (dy3 / dt-dy2 / dt) + K2x.ek2y. (x2-x1) -K2y. ek2x · (y2-y1) −K3x · ek3y · (x3-x2) + K3y · ek3x · (y3-y2) + C2x · ec2y ＾ 2 · (dψ2 / dt-dψ1 / dt) + C2y · ec2x ＾ 2 · ( dψ2 / dt-dψ1 / dt) -C3x ・ ec3y ＾ 2 ・ (dψ3 / dt-dψ2 / dt) -C3y ・ ec3 x ＾ 2 ・ (dψ3 / dt-dψ2 / dt) + K2x ・ ek2y ＾ 2 ・ (ψ2- ψ1) + K2y ・ ek2x ＾ 2 ・ (ψ2-ψ1) -K3x ・ ek3y ＾ 2 ・ (ψ3-ψ2) -K3y ・ ek3x ＾ 2 ・ (ψ3-ψ2) = 0 ・ ・ ・ In ″ ・ d dψn ″ / dt) / dt + Ib · d (dψb / dt) / dt + Cn ″ x · ecn ″ y · (dxn ″ / dt−dxn ″ ′ / dt) −Cn ″ y · ecn ″ x · (dyn ”/ dt -Dyn "'/ dt) -Cn'x.ecn'y. (Dxn' / dt-dxn" /dt)+Cn'y.ecn'x.(dyn'/dt-dyn "/ dt) + Kn" x. ekn "y. (xn" -xn "") -Kn "y.ekn" x. (yn "-yn" ") -Kn'x.ekn'y. (xn'-xn") + Kn'y.ekn 'x. (yn'-yn ") + Cn" x.ecn "y @ 2. (d @ n" / dt-d @ n "' / dt) + Cn" y.ecn "x @ 2. (d @ n" / dt-d @ n " '/ Dt) -Cn'x ・ ecn'y ＾ 2 ・ (dψn' / dt-dψn "/ dt) -Cn'y · Ecn'x ＾ 2 ・ (dψn '/ dt-dψn "/ dt) + Kn" x ・ ekn "y ＾ 2 ・ (ψn" -ψn "') + Kn" y ・ ekn "x ＾ 2 ・ (ψn"- {n ″ ′) − Kn′x · ekn′y ＾ 2 · (ψn′−ψn ″) − Kn′y · ekn′x ＾ 2 · (ψn′−ψn ″) = 0 In ′ · d (dψn ′ / dt) /dt+Ib.d (d @ b / dt) /dt+Cn'x.ecn'y. (dxn '/ dt-dxn "/dt)-Cn'y.ecn'x.(dyn'/dt-dyn" / dt) + Kn'x.ekn'y. (xn'-xn ") -Kn'y.ekn'x. (yn'-yn") + Cn'x.ecn'y ＾ 2. (dψn '/ dt-dψn “/ Dt) + Cn ′ y · ecn′x ＾ 2 · (dψn ′ / dt−dψn” / dt) + Kn′x · ekn′y ＾ 2 · (ψn -ψn ") + Kn'y · ekn'x ^ 2 · (ψn'-ψn") be designed by structural analysis by
It is a seismic isolation structure characterized by the following. 10.5.1.2.
4. Straight slope type restoring sliding bearing with a mortar-shaped seismic isolation plate
In case 249-12, the structure to be seismically isolated and the
An exemption provided between the structure supporting the structure to be shaken
Seismic sliding bearing (straight slope type restoring sliding with mortar-shaped base isolation plate)
Restoring springs (fixing device), dampers, laminated rubber, etc.
Seismic isolation structure supported and seismically isolated
In the body, in the equation of motion of claim 249-11,
Θnx and θny (n = 1 · 2... N) are expressed as √ (xb
When ｛2 + yb ＾ 2) ≦ L θnx = ｛θn'√ (x2 ＾ 2 + y2 ＾ 2))-θ
n ′ · {(x1 ＾ 2 + y1 ＾ 2)} / (x2−x1) θny = {θn ′ · √ (x2 ＾ 2 + y2 ＾ 2)) − θ
n ′ · {(x1 ＾ 2 + y1 ＾ 2)} / (y2-y1) where coordinates (x1, y1) at time t and the coordinates at time t + Δt
It is assumed that the target is (x2, y2). The coordinates at time 0 are (0,
0). When √ (xb ＾ 2 + yb ＾ 2)> L θnx = 0 θny = 0 Designed by structural analysis
It is a seismic isolation structure characterized by the following. 10.5.1.2.5. Gradient with columnar trough surface isolation plate
In the case of a mold restoring sliding bearing (1) In the case of n layers (there is eccentricity other than the seismic isolation layer) Claim 249-13 is the structure to be seismically isolated and the seismic isolation
Seismic isolator provided between the supporting structure and the supporting structure
Bearing (x-direction (orthogonal) seismic isolation, cylindrical valley surface isolation
Straight slope type restoring sliding bearing with plate), damper, laminated
Depending on the configuration of the restoration spring (including the fixing device) such as rubber
For seismic isolation structures that are supported or seismically isolated,
When the curvature θ is small, d (dx / dt) / dt + g {m1 · μR1x · sign (dx / dt + eR1y · dψ / dt) + m2 · μR2x · sign (dx / dt + eR2y · d) from (cos θ) θ2 ＾ 1 / Dt) +.. + Mn.μRnx.sign (dx / dt + eRny.dψ / dt)} / MM1 + {m1.g / R1x. (X + eR1y.ψ) + m2.g / R2x. (X + e R2y.ψ) +. + Mn · g / Rnx · (x + eRny · ψ)｝ / M M1 + Cb1x / MM1 · dxb / dt + Cb2x / MM1 · dxb / dt + ·· + Cbnx / MM1 · dxb / dt + Cb1x / MM1 · ecb1t · dψb / dψb / dψb / dｔ2b ecb 2y ・ dψb / dt + ・. + Cbnx / MM1 ・ ecbny ・ dψb / dt + Kb1x / M M1.xb + Kb2x / MM1.xb +. + Kbnx / MM1.xb + Kb1x / MM1.ekb1y.bb + Kb2x / MM1.ekb2y.bb + .. + Kbnx / MM1.ekbny.bb-C1x / MM1. Ec1y · dψ1 / dt−K1x / MM1 · x1−K1x / MM1 · ek1y · ψ1 = −d (dqx / dt) / dt d (d (x1) / dt) / dt + C1x / MM2 · dx1 / dt + C1x / MM2 Ec1y · dψ1 / dt + K1x / MM2 · x1 + K1x / MM2 · ek1y · ψ1−C2x / MM2 · (dx2 / dt−dx1 / dt) −C2x / MM2 · ec2y · (dψ2 / dt−dψ1 / dt) − K2x / MM2 · (x2-x1) −K2 / MM2 / ek2y · (ψ2-ψ1) = −d (dxb / dt) / dt−d (dqx / dt) / dt d (d (x2) / dt) / dt + C2x / MM3 · (dx2 / dt−dx1 / dt) + C2x / MM3 · ec 2y · ( dψ2 / dt-dψ1 / dt) + K2x / MM3 ・ (x2-x1) + K2x / MM3 ・ ek2y ・ (ψ2-ψ1) -C3x / MM3 ・ (dx3 / dt-dx2 / dt) -C3x / MM3 ・ ec3y ・(Dψ3 / dt-dψ2 / dt) -K3x / MM3 ・ (x3-x2) -K3x / MM3 ・ ek3y ・ (ψ3-ψ2) = -d (dxb / dt) / dt-d (dqx / dt) / dt D (d (xn ") / dt) / dt + Cn" x / MMn '. (Dxn "/ dt-dxn"' / dt) + Cn "x / MMn'.ecn" y. (D @ n "/ dt −dψn ″ ′ / dt) + n "x / MMn '. (xn" -xn "") + Kn "x / MMn'.ekn" y. ({n "-@ n" ")-Cn'x / MMn'. (dxn '/ dt-dxn" /Dt)-Cn'x/MMn'.ecn'y.(d'n'/dt-d'n"/dt) -Kn'x / MMn '. (Xn'-xn ") -Kn'x / MMn'. ekn'y ・ (ψn'-ψn ") =-d (dxb / dt) / dt-d (dqx / dt) / dt d (d (xn ') / dt) / dt + Cn'x / MMn. (dxn '/Dt-dxn"/dt)+Cn'x/MMn.ecn'y.(d@n'/dt-d@n"/dt)+Kn'x/MMn.(xn'-xn")+Kn'x/MMn. ek n′y · (ψn′−ψn ″) = − d (dxb / dt) / dt−d (dq x / dt) / dt d (d / Dt) / dt + g ｛m1 ・ R1y ・ sign (dy / dt-eR1x ・ dψ / dt) + m2 ・ R2y ・ sign (dy / dt-eR2x ・ dψ / dt) +. + Mn ・ μRny ・ sign (dy / dt-eRnx · dψ / dt)｝ / MM1 + {m1 · g / R1y · (y-eR1x · ψ) + m2 · g / R2y · (ye−R2x · ψ) + ·· + mn · g / Rny · ( y-eRnx · {)} / MM 1 + Cb1y / MM1 · dyb / dt + Cb2y / MM1 · dyb / dt + ·· + Cbny / MM1 · dyb / dt −Cb1y / MM1 · ecb1x · dψb / dt−Cb2y / MM1 · c1b dψb / dt- ·· −Cbny / MM1 · ecnx · dψb / dt + Kb1y / MM1 · yb + Kb2y / MM1 · yb + ·· + Kbny / M 1 · yb−Kb1y / MM1 · ekb1x · ψb−Kb2y / MM1 · ekb2x · ψb− ·· −Kbny / MM1 · ekbnx · ψb −C1y / MM1 · dy1 / dt + C1y / MM1 · ec1x · dψ1 / dt-K1y / MM1 · y1 + K1y / MM1 · ek1x · ψ1 = −d (dqy / dt) / dt d (d (y1) / dt) / dt + C1y / MM2 · dy1 / dt-C1y / MM2 · ec1x · dψ1 / dt + K1y / MM2 · y1−K1y / MM2 · ek1x · ψ1−C2y / MM2 · (dy2 / dt−dy1 / dt) + C2y / MM2 · ec 2x · (dψ2 / dt−dψ1 / dt) −K2y / MM2 · (y2-y1 ) + K2y / MM2 ・ ek2x ・ (ψ2-ψ1) =-d (dyb / dt) / dt-d (dqy / dt) / dt d (d (y2) / dt) / dt + C2y / MM3 ・ (dy2 / dt-dy1 / dt) -C2y / MM3 ・ ec 2x ・ (dψ2 / dt-dψ1 / dt) + K2y / MM3 ・ (y2-y1) -K2y / MM3 ・ ek2x ・ (ψ2-ψ1) -C3y / MM3 ・ (dy3 / dt-dy2 / dt) + C3y / MM3 ・ ec 3x ・ (dψ3 / dt-dψ2 / dt) -K3y / MM3 ・ (y3- y2) + K3y / MM3 · ek3x · (ψ3-ψ2) = − d (dyb / dt) / dt−d (dqy / dt) / dt... d (d (yn ″) / dt) / dt + Cn ″ y /MMn'.(dyn"/dt-dyn"'/dt)+Cn"y/MMn'.ecn"x.(d@n"/dt-d"n"'/dt) + Kn "y / MMn '. (Yn"- yn "') + Kn" y / Mn'.ecn "x. (@ N"-@ n "')-Cn'y / MMn'. (Dyn '/ dt-dyn" / dt) -Cn'y / M Mn'.ecn'x. (D @ n' / Dt-d @ n "/ dt) -Kn'y / MMn '. (Yn'-yn") -Kn'y / MMn'.ekn'x. (@ N'-@ n ") = -d (dyb / dt) / Dt-d (dqy / dt) / dt d (d (yn ') / dt) / dt + Cn'y / MMn. (Dyn' / dt-dyn "/dt)-Cn'y/MMn.ecn ' x · (dψn ′ / dt−dψn ”/ dt) + Kn′y / MMn · (yn′−yn”) − Kn′y / MMn · ekn′x · (ψn′−ψn ”) = − d (dyb / Dt) / dt-d (dqy / dt) / dt Id (dψ / dt) / dt + g ｛m1 μR1x · eR1y · s gn (dx / dt + eR1y · dψ / dt) + m2 · μR2x · eR2y · sign (dx / dt + eR2y · dψ / dt) + ·· + mn · μRnx · eRny · sign (dx / dt + eRny · d−ψ) m1 · μR1y · eR1x · sign (dy / dt−eR1x · dψ / dt) + m2 · μR2y · eR2x · sign (dy / dt−eR2x · dψ / dt) +... + mn · μRny · eRnx · sign / dy (dy / dt−eRnx · dψ / dt)｝ + m1 · g / R1x · eR1y · (x + eR1y · ψ) + m2 · g / R2x · eR2y · (x + eR2y · ψ) + ·· + mn · g / Rnx · eRny · (x + eRny · ψ) -m1 · g / R1y · eR1x · (y-eR1x · ψ) -m2 · g / R2y · eR2x · (ye R2x · ψ)-··· mn · g / Rny · eRnx · (y-eRnx · ψ) + Cb1x · ecb1y · dxb / dt + Cb2x · ecb2y · dxb / dt + · + Cbnx · ecbny · dxb / dcb1 · Dyb / dt-Cb2y · ecb2x · dyb / dt-· – Cbny · ecbnx · dyb / dt + Cb1x · ecb1y ＾ 2 · dψb / dt + Cb2x · ecb2y ＾ 2 · dψb / dt + · · + cbnx dψb / dt + Cb1y · ecb1x ＾ 2 · dψb / dt + Cb2y · ecb2x ＾ 2 · dψb / dt + ·· + Cbny · ecbnx ＾ 2 · dψb / dt + Kb1x · ekb1y · xb · kb · x · kb · x + xbxn Kb1y ・ ekb1x ・ y b−Kb2y · ekb2x · yb− ·· −Kbny · ekbnx · yb + Kb1x · ekb1y ＾ 2 · ψb + Kb2x · ekb2y ＾ 2 · ψb + ··・ Ψb + ・ ・ + Kbny ・ ekbnx ＾ 2 ・ ψb -C1x ・ ec1y ・ dx1 / dt + C1y ・ ec1x ・ dy1 / dt -K1x ・ ek1y ・ x1 + K1y ・ ek1x ・ y1 -C1x ・ ec1y ＾ 2 ・ dψ1 / dt- ec1x ＾ 2 ・ dψ1 / dt -K1x ・ ek1y ＾ 2ψψ1 -K1y ・ ek1x ＾ 2ψ1 = 0 I1 ・ d (dψ1 / dt) / dt + Ib ・ d (dψb / dt) / dt + C1x ・ ec1y ・ dx1 /Dt-C1y.ec1x.dy1/dt+K1x.ek1y.x1 −K1y · ek1x · y1 + C1x · ec1y ＾ 2 · dψ1 / dt + C1y · ec1x ＾ 2 · dψ1 / dt + K1x · ek1y ＾ 2 · ψ1 + K1y · ek1x ＾ 2 · ψ1 −C2x · ec2y · (dx2 / dt−dx dt) + C2y · ec2x · (dy2 / dt−dy1 / dt) −K2x · ek2y · (x2-x1) + K2y · ek2x · (y2-y1) −C2x · ec2y ＾ 2 · (dψ2 / dt−dψ1 / dt) −C2y · ec2 x ＾ 2 · (dψ2 / dt−dψ1 / dt) −K2x · ek2y ＾ 2 · (ψ2-ψ1) −K2y · ek2x ＾ 2 · (ψ2-ψ1) = 0 I2 · d (dψ2 / dt) ) / Dt + Ib · d (dψb / dt) / dt + C2x · ec2y · (dx2 / dt−dx1 / dt) −C2y · ec2x · (dy2 / dt−dy1 / d) -C3x.ec3y. (Dx3 / dt-dx2 / dt) + C3y.ec3x. (Dy3 / dt-dy2 / dt) + K2x.ek2y. (X2-x1) -K2y.ek2x. (Y2-y1) -K3x Ek3y · (x3-x2) + K3y · ek3x · (y3-y2) + C2x · ec2y ＾ 2 · (dψ2 / dt-dψ1 / dt) + C2y · ec2x ＾ 2 · (dψ2 / dt-dψ1 / dt) − C3x ・ ec3y ＾ 2 ・ (dψ3 / dt-dψ2 / dt) -C3y ・ ec3 x ＾ 2 ・ (dψ3 / dt-dψ2 / dt) + K2x ・ ek2y ＾ 2 ・ (ψ2-ψ1) + K2y ・ ek2x ＾ 2 ・ ( ψ2-ψ1) -K3x ・ ek3y ＾ 2 ・ (ψ3-ψ2) -K3y ・ ek3x ＾ 2 ・ (ψ3-ψ2) = 0０ In ・ d (dψn ″ / dt) / dt + Ib ・ d ( ψb / dt) / dt + Cn ″ x · ecn ″ y · (dxn ″ / dt−dxn ″ ′ / dt) −Cn ″ y · ecn ″ x · (dyn ″ / dt−dyn ″ ′ / dt) −Cn ′ x.ecn'y. (dxn '/ dt-dxn "/dt)+Cn'y.ecn'x.(dyn'/dt-dyn" / dt) + Kn "x.ekn" y. (xn "-xn" ') -Kn "y.ekn" x. (Yn "-yn" ") -Kn'x.ekn'y. (Xn'-xn") + Kn'y.ekn'x. (Yn'-yn ") + Cn "x.ecn" y @ 2. (D @ n "/ dt-d @ n" '/ dt) + Cn "y.ecn" x.multidot.2. (D @ n "/ dt-d @ n"' / dt) -Cn'x.ecn 'y ＾ 2 ・ (dψn' / dt-dψn "/ dt) -Cn 'y ・ ecn'x ＾ 2 ・ (dψn' / dt- d {n "/ dt) + Kn" x.ekn "y @ 2. ({n"-@ n "") + Kn "y.ekn" x @ 2. ({n "-{n" ")-Kn'x.ekn'y} 2 (ψn'-ψn ")-Kn'y ・ ekn'x ＾ 2 (ψn'-ψn") = 0 In'd (dψn '/ dt) / dt + Ibｂd (dψb / dt) / dt + Cn'x.ecn'y. (Dxn '/ dt-dxn "/dt)-Cn'y.ecn'x.(dyn'/dt-dyn" / dt) + Kn'x.ekn'y. (Xn' -Xn ") -Kn'y-ekn'x. (Yn'-yn") + Cn'x.ecn'y ＾ 2. (Dψn '/ dt-dψn "/dt)+Cn'y.ecn'x＾2 · (Dψn '/ dt-dψn "/ dt) + Kn'x ・ ekn'y ＾ 2 ・ (ψn'-ψn") + Kn'y ・ ekn'x ＾ · (Ψn'-ψn ") it is designed by structure analysis by
It is a seismic isolation structure characterized by the following. 10.5.1.2.6. Gradient type with spherical isolation plate
In the case of the original sliding bearing, Claim 249-14 is the structure to be seismically isolated,
Seismic isolator provided between the supporting structure and the supporting structure
Bearing (slope-type restoring sliding bearing with spherical seismic isolation plate),
Restoring springs (including fixing devices) for dampers, laminated rubber, etc.
Seismic isolation structure supported and seismically isolated by the structure of
Rn in the equation of motion of claim 249-13
x and Rny (n = 1 · 2... n) are expressed as √ (xb ＾ 2 +
When ybｎ2) ≦ L 1 / Rnx = {1 / Rn ′ · {(x2 ＾ 2 + y2 ＾)
2))-1 / Rn '· {(x1 ＾ 2 + y1 ＾ 2)} /
(X2-x1) 1 / Rny = {1 / Rn}. {(X2 {2 + y2}
2))-1 / Rn '· {(x1 ＾ 2 + y1 ＾ 2)} /
(Y2-y1) where the coordinates (x1, y1) at time t and the coordinate at time t + Δt
It is assumed that the target is (x2, y2). The coordinates at time 0 are (0,
0). When √ (xb ＾ 2 + yb ＾ 2)> L, it is designed by performing structural analysis by setting 1 / Rnx = 0 1 / Rny = 0.
It is a seismic isolation structure characterized by the following. 11. Combinations of seismic isolation devices and material specifications 11.1. Combination of seismic isolation devices to prevent torsion during seismic isolation
(Corresponding to diversity) 11.1.1. Combination of seismic isolation devices Claim 250 or claim 250-1 is not seismically isolated.
Structure, fixed load and loading load
(Deformation form, deformation plane, eccentric load form)
Also, seismic isolation devices installed at various places in the seismically isolated structure,
It is necessary to use devices with the same performance,
It is the invention of a seismic isolation structure that enables it. Twisting during seismic isolation
As a combination of seismic isolation devices, 1) Regarding seismic isolation and restoration bearings Each of the seismic isolation and restoration bearings must have the same coefficient of friction.
Bearing (sliding bearing, rolling bearing) or same friction
Mortar with the same slope as the coefficient or the same coefficient of friction
It has restoration performance by gradient such as spherical surface with the same curvature
Using a sliding bearing (referred to as a slope-type restoring sliding bearing)
(Claim 250), 2) Use of damper Even if the bearing described in 1) is used, the damper is used.
The damper, the center of gravity of the
Use a rotation / torsion prevention device (see 10.) as long as possible
(Claim 250-1). Same friction coefficient
As mentioned above, includes almost the same, but the same material
Shaking plate and sliding part or middle sliding part of same material
Rolling elements such as rollers, sliding members)
Many. 11.1.2. Explanation (1) (Gradient type restoration) sliding support with the same friction coefficient and the same gradient type
Use of bearings and friction type damping / suppression devices For seismic isolation, restoration and damping / suppression,
Bearings, rolling bearings) and mortars or spherical surfaces
Sliding bearings with good restoring performance (gradient-type restoring sliding bearings
U), and use only the friction type damping / suppression device. Sand
Slip bearings with the same performance (same coefficient of friction)
Bearings, rolling bearings) at each location (multiple locations), sameness
Performance (same coefficient of friction, same slope and same curvature)
Installation (several places) of the slope-type restoring sliding bearing
Friction-type damping / suppression devices with the same performance (same friction coefficient)
Even when installed at multiple locations, the planar shape of the seismically isolated structure
(Layout) Can respond to changes in loading and fixed load due to changes,
Even if there is eccentricity of the load, a large twisting motion occurs at the time of seismic isolation
And a clean seismic isolation becomes possible.
(Sliding bearing, slope-type restoring sliding bearing, friction-type damping / suppression device
At least one device
Are located across the center of gravity of the structure to be isolated
Need to be). Because it is the same performance, sliding bearing
(Slip bearing, rolling bearing), restoration device, and damping device
Is installed where necessary to support the seismically isolated structure
When using a spring-type restoring device or viscous damping device,
Load from the seismically isolated structure at each installation location
If the stress due to the weight is different, a clean seismic isolation
This is because twisting occurs. In addition, here
"Ina seismic isolation" means a smooth seismic isolation without twisting, etc.
And Heretofore, this has been a major problem. Same
For the installation of performance restoration or attenuation devices,
Or whether the damping performance is affected by the supporting load
Is a problem. This is described in the following section 11.1.3. No luck
Spring type restoring device + viscous damping as shown in the dynamic equation comparison
Equation of motion for seismic isolation using a friction-type device and a friction-type damping / suppression device
Ratio of the seismic isolation of the seismic isolation using the fixed-slope type restoring sliding bearing
It becomes clear from the comparison. That is, a spring-type restoring device or viscous
When using an attenuated device, it is affected by mass. So
As a result, restoring devices with the same performance are installed
The installation of various types of damping devices with functions
Changes in loading and fixed load due to changes in the floor shape (plan)
Unable to respond, twisted movement during seismic isolation due to load eccentricity
I will. In that respect, sliding bearings (slip bearings, rolling bearings),
Friction type damping / suppression device, mortar or spherical shape
When using a fixed restoring slide bearing,
Absent. Therefore, a sliding bearing (slip bearing) with the same performance
(Rolling bearing), restoring equipment with the same performance
Installed in various locations, and various locations in the damping / suppression device with the same performance
Even when installed, due to changes in the planar shape (plan) of the seismically isolated structure
Load and fixed load changes, and there is a load eccentricity.
No large twisting motion occurs during seismic isolation, and clean seismic isolation
Will be possible. As can be seen from the above, the spring-type restoration
Torsion under eccentric load using a device or viscous damping device
In order to make the base seismically isolated without moving,
Adjustment of spring constant of each spring installed in
Must be adjusted, which is extremely complicated. That point,
Sliding bearing, friction type damping / suppression device, gradient type restoring sliding bearing
When using, set at each position even when eccentric load is applied.
Sliding bearing, friction damping / suppression device, gradient restoration
Sliding bearings have a single performance (same coefficient of friction, same
A device with a gradient of one curvature is sufficient, and the adjustment of each bearing is troublesome.
There will be no seismic isolation. 1) Gradient-type restoring sliding bearing A mortar or spherical-shaped restoring sliding bearing is a sliding bearing.
On a sliding surface of a bearing (sliding bearing, rolling bearing),
Sliding on the surface by giving a gradient of a shape such as a spherical surface
Is a device for restoring to a normal position by gravity. FIG.
8, FIG. 13 to FIG. 17, FIG. 60 to FIG. 62, FIG.
67, FIG. 68, FIG. 83, FIG. 85 to FIG.
It is. From the above, the friction type damping / suppression device, the gradient
When using a type restoring slide bearing, the product
In order to respond to the variety of mounting and fixed load forms,
Coefficient and gradient of equipment installed in various parts of the structure
Must all be the same. 2) Friction type damping / suppression device Friction type damping / suppression device means friction type damping device, friction type suppression
And the friction type damping device
A device that attenuates due to friction.
Is to control wind sway, etc. by friction, and to displace
This device controls the width by friction. Here,
The “by friction” of the
This is the friction that occurs. Friction caused by anything else
It must be another, not the opposite.
FIGS. 71, 482, and 483 show an apparatus of this type.
482, the thickness of the elastic member 3-e is elastic.
If it is too thick in relation to
Or too thick, it approaches viscous drag.
The tip of the ball, such as the ball 5-e, is placed on the seismic isolation plate 3
Thickness must be determined in relation to elasticity so that it almost touches
There is. FIG. 483 is the same, but the thickness of the elastic material 3-e.
If the thickness is too thick, it approaches the viscous resistance, so the thickness in relation to elasticity
More adjustment is needed. The digging support in FIGS. 95-97
Seiji (8.7.) Also reduces wind sway etc. by friction.
It is considered as one of the devices of the type. (2) Fixed pin type fixing device (excluding pin type of connecting member system)
From the above, the fixing device is also a damper type fixing device = exempt
The type of fixing device where the damper works during an earthquake (eg, inflexible member type)
Connecting member valve type fixing device) cannot be used. Basically,
There is no resistance at the time of seismic isolation.
There is no problem because it is friction caused by weight)
Mold fixing device (excluding inflexible member type connecting member system pin type)
It is limited to a flexible member type connecting member valve type fixing device. (3) Use of buckling deformation type, plastic deformation type, etc.
For 9.4. Responses from unexpected earthquakes, as explained in
Displacement causes final collision with members to prevent disengagement
In this case, the buckling deformation type plastic
The type that minimizes rebound such as the sex-deformable type is preferable.
The same is true when considering the variety of plans.
You. (4) Combination of seismic isolation devices that can respond to the diversity of plans
The variety of load patterns and plans (layouts)
Available combinations of seismic isolation devices are sliding bearings (slip bearings,
Rolling bearing) + friction type damping / suppression device + gradient type restoring slide
Bearing + fixed pin type fixing device (flexible member type connecting member system pin
型 excluding flexible type) ・ Flexible member type connecting member valve type fixing device + low anti
Impact shock absorbers such as coefficient of deformation type, buckling deformation type, plastic deformation type
And the combination in (5) Combined use with anti-rotation and torsion devices.
Using a damper, damper, etc., with a large eccentricity)
But 10. When used in combination with the anti-rotation /
Is solved (see 10.3.). 11.1.3. Comparison of equations of motion 1) Seismic isolation motion using spring-type restoration device + viscous damping device
Equation d (dx / dt) / dt + K / mx × C / m · dx /
dt = -d (dz / dt) / dt Mass response acceleration Restoration acceleration Decay acceleration Earthquake motion
Velocity Both the restoration acceleration and the damping acceleration are inversely proportional to the mass of the mass point. Heavy
The effect is worse. 2) Equation of motion for seismic isolation by sliding bearing + spring type restoring device d (dx / dt) / dt + K / mx + μg · sign
(Dx / dt) = -d (dz / dt) / dt Mass response acceleration Restoration acceleration Decay acceleration Earthquake motion
Velocity damping acceleration is independent of mass at mass. The restoration acceleration depends on the quality
Inversely proportional to point mass. The heavier, the less effective. 3) Seismic isolation luck with (slide bearing +) slope type restoration slide bearing
Equation of motion In the case of spherical shape When the curvature θ ′ is small, d (dx / dt) / dt + g / R · x + μg · sign from (cos θ ′) ＾ 2 ≒ 1
(Dx / dt) = -d (dz / dt) / dt Mass response acceleration Restoration acceleration Decay acceleration Earthquake motion
Velocity Both the restoration acceleration and the damping acceleration are independent of the mass of the mass point. 2. In the case of a mortar shape (see 5.1.3.) When θ is small, (cos θ) ＾ 2 ≒ 1, tan θ ≒ θ
From (radian) d (dx / dt) / dt + θg · sign (x) + μg
Sign (dx / dt) =-d (dz / dt) / dt Mass response acceleration Restoration acceleration Damping acceleration Earthquake motion
Velocity Both the restoration acceleration and the damping acceleration are independent of the mass of the mass point. 4) Equation of motion of seismic isolation only for sliding bearings d (dx / dt) / dt + μg · sign (dx / d
t) =-d (dz / dt) / dt Mass response acceleration Damping acceleration Earthquake acceleration Damping acceleration is independent of mass of mass. (Sign) x: ground = response displacement of mass point viewed from seismic isolation plate (relative displacement) z: immobility = displacement of ground seen from absolute point (absolute displacement) t: time m: mass of mass g: gravitational acceleration d (Dx / dt) / dt: acceleration response of mass point (to ground = dish, relative acceleration) d (dz / dt) / dt: seismic acceleration (on the ground = dish input value, absolute acceleration) R: Curvature radius K: Spring constant θ: Slope of mortar-shaped seismic isolation plate μ: Dynamic friction coefficient of seismic isolation plate C: Viscous damping coefficient 11.2. Combination of seismic isolation devices to prevent resonance and torsion Claims 250-2 to 250-9 are used when seismic isolation is used.
The seismically isolated structure does not resonate and the seismically isolated structure twists
This is an invention of a combination of seismic isolation devices that prevents the occurrence of a vibration. Damper
When the displacement is suppressed by the use of (11.2.2.)
When displacement is not suppressed without using a damper (11.2.
1. )). Also, in each case
Means that the structure to be seismically isolated has
In the case of a high tower-like ratio structure that emerges and floats,
Low tower-like ratio structure. Also,
In each case, a heavy structure that does not shake with the wind,
It is divided into the case of a lightweight structure that shakes with the wind. The following
4. The linear gradient restoration slide support Reference (other linear gradient type
The original sliding bearing is of course also possible), and the fixing device is 8. reference
(Other fixing devices are of course also possible), rotation and torsion prevention device
Is 10. Refer to (Other rotation and torsion prevention devices are
), The pull-out prevention device / 4. Reference (other pull outs
The prevention device is of course also possible). (In particular
8.4. ) Reference (other dampers are of course possible)
You. Note that in this chapter,
Sliding bearings, "Fixing device", "Rotation and torsion prevention device", "Pull-out"
The terms "prevention device" and "damper"
Not only that, the same configuration, operation, or
Includes all devices, methods, etc. 11.2.1. Displacement is not suppressed When the displacement is not suppressed because the damper is not used
But no torsion does not occur because no damper is used
Is possible. In particular, the rolling bearing type
The seismic isolation plate becomes larger because no damper is used, but it slips.
Since the bearing type has a displacement suppressing effect by itself,
The seismic isolation plate does not have to be so large. (1) Low tower ratio structure (does not float due to wind, etc.) Heavy structure (does not swing due to wind): Linear gradient-type restoring sliding support
The invention of claim 250-2 is a low tower which does not float due to wind or the like.
In the case of a weight structure that is a shape ratio structure and does not shake due to wind
Is a mortar with a sliding / rolling surface
・ Shaped by linear gradient such as pyramid) or V-shaped trough
Sliding bearings that have been formed and have resilience
The same performance (referred to as restoring slip bearing)
Seismic isolation characterized by being provided
It is a structure. The same performance of the linear gradient restoring sliding bearing
Means a material having the same coefficient of friction and the same gradient. Lightweight structure (swaying in the wind): Linear slope type restoring sliding bearing
+ Fixing device + Rotation / twist prevention device The invention according to claim 250-3, wherein the low tower does not float by wind or the like.
In the case of a lightweight structure that is a shape-ratio structure and swings by the wind,
As a seismic isolation device, it has the same performance
Thing is installed in each place, and fixed device and rotation, twist
It is characterized in that it is constituted by providing
This is a seismic isolation structure. (2) High tower-like ratio structure (floats by wind etc.) Heavy structure (not shaken by wind): linear gradient-type restoring support
Bearing + pull-out prevention device The invention according to claim 250-4, is a high tower-like ratio floating by wind or the like.
Exempt for heavy structures that are structural and do not shake due to wind
As a seismic device, it has the same performance as a linear gradient restoring sliding bearing.
Is provided at each installation site, and a pull-out prevention device is provided.
Seismic isolation structure characterized by comprising:
It is. Lightweight structure (swaying in the wind): Linear slope type restoring sliding bearing
+ Fixing device + Rotation / torsion prevention device + Pull-out prevention device The invention according to claim 250-5, wherein the high tower-like ratio which floats by wind or the like.
In the case of a structure and a lightweight structure that sways due to the wind, seismic isolation
The device has the same performance as the linear gradient restoring sliding bearing
Is installed at each installation location, and the fixing device and rotation / torsion prevention
It is constituted by providing a device and a pull-out prevention device.
It is a seismic isolation structure characterized by becoming. 11.2.2. Displacement suppression Seismic isolation by suppressing displacement by using a damper
Reduce the area of the dish and make the seismic isolation device itself compact
It becomes possible. Basically, 11.2.1. To Dan
By installing a par, rotation and torsion prevention to prevent twisting
Provision of equipment (except where already provided, duplicate
No need to provide). (1) Low tower ratio structure (does not float due to wind, etc.) Heavy structure (does not swing due to wind): Linear gradient-type restoring sliding support
250 + 6: bearing + damper + rotation / twist prevention device
The invention according to item (1) is a low tower-like ratio structure that does not float due to wind or the like, and
In the case of a heavy structure that does not swing due to wind,
In the case of a seismic isolation device,
Install one with one performance at each installation location, and
It is configured by providing a roll and twist prevention device.
A seismic isolation structure characterized by the following. Linear gradient type restoration slide
Bearings of the same performance have the same coefficient of friction and the same gradient
Say something with Lightweight structure (swaying in the wind): Linear slope type restoring sliding bearing
+ Fixing device + Rotation / torsion prevention device + Damper The invention of claim 250-7 is a low tower which does not float due to wind or the like.
In the case of a lightweight structure that is a ratio
When restraining the position, use a linear slope type
Provide the same performance of the original sliding bearing at each installation location, and
Provide a fixing device, a rotation / torsion prevention device, and a damper
Seismic isolation structure characterized by comprising:
It is. (2) High tower-like ratio structure (floats by wind etc.) Heavy structure (not shaken by wind): linear gradient-type restoring support
Bearing + pull-out prevention device + damper + rotation / twist prevention device The invention according to claim 250-8, wherein the high tower-like ratio floating by wind or the like.
In the case of a heavy structure that is a structure and does not shake due to wind,
In order to suppress noise, a linear gradient type restoration
Provide the same performance of the sliding bearing at each installation location, and
A pull-out prevention device, a damper, and a rotation / torsion prevention device are installed.
Seismic isolation structure characterized by being constructed by
It is a structure. Lightweight structure (swaying in the wind): Linear slope type restoring sliding bearing
+ Fixing device + Rotation / torsion prevention device + Pullout prevention device + D
The invention according to claim 250-9, wherein the high tower-like ratio floating by wind or the like
In the case of a structure and a lightweight structure that shakes with the wind, the displacement
In the case of restraint, use a linear gradient type restoring slide as a seismic isolation device.
A bearing of the same performance shall be provided at each installation location, and
Setting device, rotation / torsion prevention device, pull-out prevention device and damper
And is provided by providing
It is a seismic isolation structure. Note that 11.2. What I gave you was
It is a combination of the minimum required equipment, etc., and further
Combinations are of course possible. 11.3. Union of seismic isolation devices considering safety in case of excessive displacement
For the case of sliding type seismic isolation bearings,
The following are combinations of seismic isolation devices that take into account everything
Can be considered. 11.3.1. Seismic isolation device considering safety in case of excessive displacement
Combination 1 (1) First-class ground The first-class ground (Building Standards Law Enforcement Order 88
Article), in the case of sliding or rolling seismic isolation bearings
In many cases, no damper is required. (2) Type 2 and Type 3 ground In case of type 2 and type 3 ground,
In the case of type or rolling type seismic isolation bearing, a damper is required
Become. In that case, damper completely stops excessive displacement
System (8.4.5.1.2.)
(See Damper with par))
Damper with topper and detachment prevention (seismic isolation bearing with detachment prevention,
(Prevention device). Claim 250
Item -10 is the invention, with a stopper for excessive displacement.
Use of a damper (described in claim 192-5) or excessive
Damper with stopper for large displacement and prevention of detachment (with detachment prevention
By using the seismic isolation bearings and the device to prevent detachment)
A seismic isolation structure characterized by being constituted. 11.4. Material specifications for sliding seismic isolation devices and sliding bearings
In this case, a material that may rust is also conceivable. But in general
Is made of stainless steel.
Made of non-rusting material such as hot-dip galvanized
Better. However, such high seismic isolation performance is not required.
In the case of rolling, seismic isolation with rolling rubber
Or the performance is much better than the sliding seismic isolation.
Steel is acceptable, so ordinary steel may be used. Surface research
In the case of double seismic isolation with double flat isolation plates,
Those who have roughened one, two or several steps instead of surface finishing
Is good. 12. New laminated rubber spring, restoration spring 12.1. FIG. 339 shows a new laminated rubber spring according to the invention of claim 251.
1 shows an embodiment of a vibration device. Steel with a hole at the center
Are stacked and laminated, and rubber is
Also, by inserting a spring (including an air spring) 29 or the like,
And the uppermost plate of this hard plate 28 is isolated.
To the structure that is seismically isolated from the bottom plate
It is constituted by being provided in the structure 2 to be held. Shearing
Regarding the shape, the performance of the rubber itself can be expected, but the pressure resistance
As for Noh, there was a problem of rubber expansion. Rubber compression
This expansion problem due to force and buckling of rubber and springs
The problem with this is that the hard plate 28 made of steel or the like having a central hole is used.
And one by one like the current laminated rubber.
Eliminates difficulties in the production method of bonding rubber sheets and steel, etc.
Becomes easier. 12.2. Restoring Spring FIG. 386 shows the restoring spring seismic isolation of the invention according to claim 252.
2 shows an embodiment of the device. In Figure 386, it is isolated
Between the structure 1 and the structure 2 supporting the seismically isolated structure
In addition, a structure that is provided with a spring, rubber, etc.
The spring, rubber, etc. are inserted into the insertion port 34 of the supporting structure 2.
The other end of the spring / rubber 25 is engaged
Is engaged with the structure 1 to be isolated.
ing. Naturally, the insertion opening 3 of the seismically isolated structure 1
4, the ends of the springs 25 and the like are engaged.
The opposite end of the spring / rubber 25 is engaged with the supporting structure 2.
May be combined. Regarding the shape of the insertion slot 34,
For example, it has one-way (including round trip, the same applies hereinafter) restoration performance
If you want to make it
Through the insertion hole, if you want to have omnidirectional recovery performance, the corner
Ear-shaped bowl-shaped insertion port, trumpet-shaped insertion port (Figure
386), like a mortar-shaped insertion port,
Round the corner where the rubber or the like 25 and the insertion port 34 are in contact,
Through a rotor such as a roller (in that case, a spring or rubber 2
5 perpendicular to two axes (biaxially perpendicular to each other)
And a rotor, such as a roller, must be
It is better to reduce the friction by the above method. Also
The material of the insertion port 34 is preferably a low-friction material, and strength is required.
You. Furthermore, as a matter of course, wire 25
-Flexible members 8-f such as ropes and cables are connected.
And may be in contact with the radius or roller of the insertion port 34.
No. FIG. 386 (a) shows the structure 1 to be isolated and the
When there is no displacement between the supporting structure 2 and the supporting structure 2
FIG. 386 (b) shows the seismic isolation structure due to an earthquake or the like.
Between the body 1 and the structure 2 supporting the seismically isolated structure
It is a figure when displacement occurs and the spring, rubber, etc. 25 have expanded.
In this way, the seismic isolated structure 1
When the structure 2 supporting the structure is displaced, the insertion
The spring / rubber 25 is bent in the horizontal direction according to the port 34.
Has a horizontal restoring force, and even a small displacement
A horizontal restoring force can be obtained. In addition, this spring rubber
25, etc., the downward pull acting on the seismically isolated structure 1
Minimize the force and reduce the load on the seismically isolated structure 1
are doing. Installing a spring or rubber on the vertical type
Although it is possible to obtain restoration performance in any direction of the
Poor resilience in the order. This invention solves that problem
So that even a small displacement can obtain a horizontal restoring force.
Has become. Also, as a result, this spring, rubber, etc.
The downward pull on the seismically isolated structure is also minimal.
To reduce the load on the seismically isolated structures. B.
Seismic isolation device and structural law 13. Structural design method using seismic isolation structure 13.1. High-rise building / structure Item 253 is a seismic isolation method for a high-rise building / structure.
As a device, a sliding seismic isolation device and a sliding bearing, especially rolling
As a seismically isolated structure that adopts
Then, it is an invention to have a structure that does not shake. Stacked go
Long-period high-rise buildings that could not be accommodated by seismic isolation devices
・ Even in the structure, the use of a sliding seismic isolation device
And seismic isolation becomes possible. As a result, high-rise buildings and structures
The structure cannot be shaken by the wind because of its flexible structure as a measure against earthquakes
Structure (rigid structure) with a certain degree of rigidity
It is also possible to prevent shaking. By that, seismic isolation
This makes it possible to create a high-rise building that does not shake the wind. (1) Structural method High-rise buildings and structures on seismic isolation devices such as sliding seismic
Regardless of the conventional flexible structure, it has a rigidity that can not be shaken by wind power
One structure. Increasing the rigidity of a building can improve seismic isolation performance
It also leads to raising. (2) Seismic isolation device For high-rise buildings and structures with long natural periods of the building itself
Is not a seismic isolation device with a considerably longer period than that
The seismic isolation performance does not work with the laminated rubber seismic isolation device.
Was not obtained. In addition, a pulling force is generated
However, the laminated rubber seismic isolation device was not able to respond. Patent 1
Seismic isolation device of 844024 and Patent 2575283
, Seismic isolation device, and sliding type seismic isolation device and sliding bearing of the present invention
Is sufficient for long-period high-rise buildings and structures.
Seismically isolated. Also, the pull-out prevention device
However, with regard to wind sway, fixing devices
Process. Due to the above (1) and (2), the seismic isolation
High-rise buildings that do not shake
It is no longer necessary to employ a vibration damping structure for the purpose. 13.2. Buildings and structures with a high tower ratio (1) Structural law (2) Seismic isolation device Structures with a tower-to-ratio ratio above or below are exempt from seismic isolation devices and sliding bearings
Requires a pull-out prevention device in addition to the seismic device. Also,
In order to reduce problems such as locking,
Reduce the friction coefficient of the bearing as much as possible, and
It is also necessary to make the floor on the floor near the building heavy. In addition,
And a structure with a large area for finding wind pressure over a certain level
May require a fixing device. 13.3. General middle and high-rise building (8.7.2. Same) In addition, the center of the seismic isolation plate,
Indented (concave) with the curvature of the roller or roller
What is a seismic isolation when the own weight is large like a general middle-rise building
Combining the effect of increasing the pressure resistance performance of the dish and the effect of preventing wind sway
Hold. Claim 207 is the invention. Claim
The invention described in Item 209 is a seismic isolation structure when it is used.
Body. 13.4. Light-weight buildings and structures (1) Structural method (2) Seismic isolation device The natural period of conventional laminated rubber seismic isolation devices can be set long.
For light-weight buildings and structures that did not have seismic isolation performance,
Seismic isolation devices unrelated to the natural period, such as sliding bearings
Then, seismic isolation becomes possible. Also, when pulling force works,
If you deal with it with a pull-out prevention device and it shakes with the wind,
Requires fixing device. To improve seismic isolation performance,
Because it is effective to lower the floor, the floor of the floor near the ground, such as the first floor, etc.
Also need to be heavier. 13.5. Traditional wooden detached house / lightweight (wooden / steel frame)
Detached house (1) Structural method 1) Formation of base floor structure Regarding formation of floor structure, wind pressure load imposed by fixing device
Around the fixing device to transfer the
The sides need to be reinforced by bracing. Excluding that
The part is a conventional construction method with full bracing reinforcement, the conventional construction method
Improvement of the structure on the entire surface of the foundation (horizontal member on the foundation)
Lay plywood etc. and put the base (horizontal member) on it
Or use the method of standing pillars directly, or the frame wall method
Which of the following methods uses the diaphragm surface
It can be formed by In this way, the surface
By the method that is formed, the support structure surface of the seismic isolation device and sliding bearing is
to make. Claim 254 is the invention. 14． Seismic isolation device design and seismic isolation device layout 14.1. Design of seismic isolation device (1) Design of restoration capability of restoration device
It is about a total. What kind of place for sliding type seismic isolation device
As can be said, the design of the restoring force of the restoring device
As far as possible, it is possible to restore the seismically isolated structure
Is the best in terms of seismic isolation performance. In other words, gravity restoration
Type seismic isolation device, sliding bearing, cross gravity restoration type seismic isolation device, sliding
In the case of a restoration type with a concave sliding surface such as a bearing,
As long as restoration is possible, increase the radius of curvature as much as possible,
Also, reduce the mortar gradient as close as possible to a flat surface.
You. Restoration of springs (elastic bodies such as springs and rubber or magnets)
Even in the case of the original type, as long as the restoration is obtained, the spring constant
As small as possible. And both sides have resilience
In order to minimize the friction, the friction
It is necessary to lower the number. That also means seismic isolation
It leads to improving the ability. Restoring force of the entire restoration device
Is calculated from the frictional force of the seismic isolation layer of the structure A to be seismically isolated.
Must be large, and the tolerance of construction accuracy,
To the allowable value of foundation construction accuracy and the allowable value of uneven settlement
From the force generated from the possible tilt of the seismically isolated structure
Also need to be larger. Seismic isolation layer of structure A to be isolated
However, in the case of a rolling type sliding bearing, the seismically isolated structure A
The coefficient of friction of the whole seismic isolation layer is less than 1/100
And these minimum values of the radius of curvature, spring constant, and mortar gradient
In most cases, the accuracy of construction
(Also from the tolerance for differential settlement). For a detached house
The allowable slope range for differential settlement is 1/150 (manufacturer's
From the above, the mortar-shaped gradient is 1% in view of the safety factor.
The number / 50 or more is selected. (2) Design of the fixing device For the fixing device, if there are many places, release of the fixing device
Also, there is a concern about the time lag of insertion,
It's never been better, but only one place
There is a fear of rotation. Therefore, two or more locations (linked operation
Type fixing device (8.1.3.), Relay interlocking operation type fixing device
(8.3.), 8.3.2. Etc.) or fixing device
Combination of (single location) and bite support (8.7. 3.)
Or fixed device (one location) and rotation / torsion prevention
It is preferable to use the apparatus in combination (10). In particular, fixing devices
In the case of using the anti-kinking device (10), the wind
Since the roll does not occur, the fixing device only needs to be placed in one place
Is fine. Therefore, in this case, the fixing devices are
The tie release or insertion that occurs when
Mulag is not a problem. In the case of single location, seismic isolation
The position of the center of gravity of the structure A to be formed or its vicinity is good. Also,
Even with a plurality of non-interlocking fixing devices, 10.1. of
Fixing device in case of earthquake by using together with rotation / torsion prevention device
Due to seismic isolation of seismically actuated fixing device that does not release simultaneously
With a rotation / torsion prevention device, and at the same time
Increase the safety of wind sway control. 14.2. Seismic isolation device arrangement by limited arrangement of restoration device 14.2.1. The invention described in claim 255 relates to the arrangement of the seismic isolation device.
Things. (1) Restoration device Only at the center of gravity of the structure A to be seismically isolated or in the vicinity thereof,
Equipped with more than two restoring devices C if possible,
Other than that, the seismic isolation device with no restoring power, sliding bearing D
I do. Especially in the case of two places,
The position of the center of gravity in the long axis direction is approximately equidistant
It is desirable to set at two places. Naturally, the center of gravity
It may be installed only in a symmetrical position. Also deviated from equidistant
You may. (2) Fixing device If necessary, a fixing device G is provided. Especially the fixing device
Regarding G, if the number of locations is large, release or
There is a concern about time lag at the time of insertion and the number of locations is small
But in one place, the wind
I am worried. Therefore, it is desirable to install them in two places.
No. However, the fixing device and the rotation / twist prevention device (10)
Prevents rotation even in a single location.
Is possible. In the case of one location,
The position of the center of gravity of the structure A or its vicinity is good. For details, see 8.
3. / 10. It is written in. Also not fixed
Even with a plurality of devices, 10.1. Anti-rotation and twisting equipment
Fixing device does not release at the same time during earthquake due to combined use
Rotation and torsion of instability due to seismic isolation of seismically operated fixing device
Is solved by the prevention device, and at the same time, the safety of wind sway suppression at the time of wind
Increase. 14.2.2. In the case of a detached house / light-weight building FIGS. 334 to 337 show the case of a detached house.
In the standard detached house spacing plan, each pillar
Under 4.1 and 4.1. Double (or more than double) flat type
Seismic isolation device with a seismic isolation plate with a sliding surface, sliding bearing D
And the center of gravity of structure A to be seismically isolated
In the embodiment equipped with the restoring device C and the fixing device G beside
is there. FIG. 334 (a) and FIG. 335 (a) show the overall layout.
334 (b) and FIG. 335 (b)
It is sectional drawing. FIG. 336 shows the position at or near the center of gravity.
2.1. Pull-out prevention device with restoration / damping spring etc.
FIG. 337 is an implementation drawing of the sliding bearing C, and FIG.
2.1. Pull-out prevention with restoration / damping spring etc.
It is an execution figure of a stop device and a slide bearing C. Specific for each device
The following is a description of the various arrangements: 1) Arrangement of seismic isolation device and slide bearing 2.7 m, 3.
At a standard column spacing of 6 m, etc., beneath each column.
4.1. Double (or more than double)
Seismic isolation device / slide with seismic isolation plate with flat sliding surface
Equipped with support D etc. Seismic isolation device D can be made inexpensive
Therefore, for economic reasons, the seismic isolation
There is no need to install a seismic isolation device under each pillar.
Can be realized. For this reason, detached houses
Seismic isolation became possible without changing the structural form and specifications. 2) Arrangement of the restoration device Regarding the arrangement of the restoration device C, the center of gravity of the structure A to be seismically isolated
One or two locations, or several locations (specifically
At two or more locations), equipped with a restoring device C,
2.1. Restoration, pull-out prevention device with damping spring, etc., slip
Not only bearings, but also laminated rubber, 4.7. Vertical edge change type
Seismic isolation device for restoring gravity and sliding bearing 4.8. No new weight
Force recovery type seismic isolation device, and 2.2. Laminated rubber / rubber / bath
A pull-out prevention device with a flap or the like may be used. In particular,
4.7. Vertical displacement absorbing gravity restoration type seismic isolation device
4.8. Is the new gravity restoring seismic isolation device
Stable due to the effect of lowering the center of gravity of structure A that is shaken
Seismic isolation performance is obtained. 3) Arrangement of the fixing device The same applies to the fixing device G.
One place, two places, or near the center of gravity of the structure A
Although it is installed at several places, it is particularly preferable to provide two places. However
However, when used in combination with another device, it may be arranged at one place. Fixed
Regarding the type of the device G, 8.1.1. Shear pin
Mold fixing device, 8.1.2. Earthquake sensor (amplitude) device
Equipped fixing device, 8.2. Any of the wind-operated fixing devices
Is installed. 8.1.1. Of shear pin type fixing device
In that case, 8.1.3. No interlocking locking device is required.
You. 14.2.3. In the case of a general building In the case of a general building as well,
Below (may be skipped if the span is small), seismic isolation
Equipped with a mounting and sliding bearing D, etc.
Equipped with a fixing device G. The following is substantially the same. 15. Rationalization of seismic isolation device installation and foundation construction 15.1. 334 to 337 show the actualization of the invention according to claim 257.
An example is shown. In particular, the meaning as a seismic isolation device for detached houses
There is taste. On the solid foundation 2 and the cloth foundation 2 and the ground 33
A gap is provided and a slab 1-s is struck, while a seismic isolation device is
・ Insert a sliding bearing. Explaining the construction method specifically,
Seismic isolation device / slip on the foundation 2 and the cloth foundation 2 and the ground 33.
Styrov dissolves with organic solvent between them
Plastic 30 such as foam, or plastic soluble in water.
Make a gap by filling with concrete 30 and concrete on them
Hit the slab 1-s, and when the concrete hardens,
The space is created by dissolving the stick with an organic solvent or water. Solid group
Seismic isolation device / sliding on foundation 2 and cloth foundation 2 and ground 33
Concrete slab 1-s floats only supported by bearings
It becomes the form, and the operation of the seismic isolation device and the sliding bearing becomes possible. So
This concrete slab 1-s has a conventional construction method
You can freely build houses with Rehab construction method and 2x4 construction method
As shown in the figure, the reinforcement
Measure. In addition, as superstructure (structure to be seismically isolated)
Slab rigidity that compensates for the lack of rigidity as a frame
We also design. That gives you freedom of superstructure
The rigidity of the frame as a superstructure
The problem is also solved by the rigidity of the slab. FIG.
This is the case where a slab 1-s is struck with a void in the foundation.
335 provides an air gap on the cloth base 2 and the ground 33,
This is a case in which a love 1-s is hit. In addition, solid foundation 2,
Concrete slab 1-s on cloth foundation 2 and ground 33
Other methods of making a 1) solid foundation, or a cloth foundation and ground
Bolt with a function that can be jacked up by
Are installed at regular intervals. After that, solid foundation and cloth base
Easy release of concrete and peeling on foundation and ground
And a concrete slab on top
strike. After the concrete has hardened,
Jack up with screw operation to create space, seismic isolation
When the device and sliding bearing are deployed, the solid foundation and the cloth foundation
On the ground, only the seismic isolation device
The cleat slab floats, and the seismic isolation device and sliding bearing
Operation becomes possible. 2) On the solid foundation, cloth foundation and ground,
There is also a way to arrange a sliding bearing and arrange the PC version on it
You. 3) On the solid foundation, the cloth foundation and the ground,
Deploy a sliding bearing and put a steel frame on it as a beam
And a method of passing a PC version or ALC version over the steel beam
is there. This construction method is suitable for general-purpose detached seismic isolation.
It is not limited to this. 15.2. The invention according to claim 258 is installed in a detached house or the like.
It is intended to save the labor of installing the seismic isolation device.
You. It is difficult to achieve horizontality of seismic isolation devices installed on the foundation
What I really want is horizontality to the foundation
(Parallelism). Therefore, the following methods are conceivable.
You. Double seismic isolation with upper and lower dishes integrated with fasteners
Install the pan device at the anchor bolt position on the foundation,
And fix it first. After that, the gap between the foundation
Fill with non-shrink mortar. And the non-shrink mortar is solid
After fixing, tighten the anchor bolts between the foundation and the seismic isolation device.
You. By the above method, horizontality (parallelism) to the base
Is obtained. 15.3. 259. The invention of claim 259 is a sliding seismic isolator / sliding support.
This is related to the construction for maintaining the horizontality of the bearing. Seismic isolation device
Sliding bearings in the direction of the inside (and center of gravity) of the structure to be isolated
Low towards the top and high towards the outside of the seismically isolated structure
Install it with a steep slope. By doing so, slip type
Questions about maintaining horizontality during and after construction of seismic devices and sliding bearings
The problem is solved. 16. Method of installing seismic isolation device on superstructure base or foundation 16.1. In the case of the unit construction method, the invention of claim 260 is seismically isolated, such as in a unit house.
The three-dimensional frame unit (hereinafter referred to as UNI
This is an invention in the case where a seismic isolation device is attached to 51.
You. (Reinforcement) base is installed on the entire newly isolated structure
What is necessary is that the rigidity of the lower member (base) 52 of the unit is insufficient.
It is a simple method to compensate for this, but the cost is high. There
Directly attach the seismic isolation device to the lower member (base) 52 of the unit.
It is desirable to use a method of attaching
In many cases, the connection between the units 51 is
In this case, the seismic isolation device 54
Becomes unstable when installed. The solution to that problem is
The invention of claim 260. That is, one unit 5
1 (52), and stably
) To support adjacent units 51 '(52')
And protrude from the unit 51 (52).
(Hereinafter, the protruding portion is referred to as a protruding portion 55). In addition,
"Stable mounting on one unit" means that the unit 51
So that (52) and the seismic isolation device 54 are rigidly connected,
For example, three or more units 51 (52) and seismic isolation device 54
It means to join according to the number of joints. FIG.
FIG. 492 shows the embodiment. 491 to 492
Has a middle sliding part (ball) as the seismic isolation device 54
Although it is a seismic isolation plate sliding bearing, naturally other seismic isolation devices
I don't care. However, the upper members of the seismic isolation device (upper seismic isolation plate,
The upper flange) protrudes from the adjacent unit 5
1 '(52'). 17． Combination The invention according to claim 261 is the combination of: ~ 15.3. The described invention
It is related to the combination of. 1. ~ 15.3. Stated
Seismic isolation device that meets various requirements by combining all inventions
Installation and bearing, and seismic isolation structure are possible. More than
Inventions of all claims (Claims 1 to 261)
Also includes each device and its seismic isolation structure.
You. 18. Seismic isolation equipment 18.1. Seismic isolation drainage system (1) General Claim 262 is a structure 1 to be seismically isolated and a seismic isolation.
Flexibility with the structure 2 supporting the structure
Support seismically isolated structures in guaranteed drainage
Drainage basin 49 provided in the structural body 2 and
And a drain pipe 48 on the side of the isolated structure 1
Or equipment for seismic isolation structures characterized by the following:
Is an invention of a seismic isolation structure. Inner dimensions of drainage basin 49
Calculates the estimated earthquake displacement amplitude, piping dimensions and
The dimensions are combined. A lid 48-p that covers the drainage basin 49 is attached.
In some cases. Large enough to cover in anticipation of earthquake displacement
In some cases, it can Also, the drainage basin 49 and the drainage basin 49 are covered.
Fill the space between the lid 48-p with the elastic seal 48-ps.
There is also a method of closing the gap by doing so. FIG. 489 shows the result.
This is an example. (2) Double (or more) drainage basin method Item 263 is the structure 1 to be seismically isolated and the seismic isolation
Flexibility with the structure 2 supporting the structure
Support seismically isolated structures in guaranteed drainage
Drainage basin 49 provided in the structural body 2 and
Drainage basin 50 having a drainage pipe 48-2,
Drainage pipe on the side of the isolated structure 1 protruding into the basin 50
48. A seismic isolation structure characterized by comprising:
Invention of a facility for use or a seismic isolation structure using the same. During ~
There may be a plurality of drainage basins 50. Drainage basin 49 and inside
Inner dimension with inter-drainage basin 50 (if there is more than one)
The combined dimensions are the expected seismic displacement amplitude and the intermediate emissions.
The drainage pipe 48 of the water basin 50 and the structure 1 to be seismically isolated
Become larger than the combined size of the drain pipe 48 on the side and the allowance.
Just do it. Also, the seismically isolated structure side 1 or the seismically isolated
Between the structural body side 2 supporting the structural body and the intermediate drainage basin 50
To the elastic body 50-b such as a restoring spring.
The drainage basin 50 can be automatically restored.
A lid 48-p that covers the drainage basin 49 may be attached.
Further, the intermediate drainage basin 50 and a cover 48-
between the drainage basin 49 and the intermediate drainage basin 50
A method of closing a gap by filling with a seal 48-ps
There is also. FIG. 490 is the example.

A. Effects of the Invention Seismic isolation device 1. Cross type seismic isolation device / slide bearing, or cross gravity restoration type
Seismic isolation device and sliding bearing 1.1. Cross-type seismic isolation device, sliding bearing, or cross gravity recovery
Original seismic isolation device / slide bearing Sliding part with concave or flat sliding surface
The seismic isolation is achieved by crossing the materials up and down and engaging them.
It is intended to provide resilience. This
The invention of the above is a one-way
(Including the return trip, the same applies hereinafter) during seismic isolation
Is obtained in all directions. Also such a simple machine
Durability and low maintenance issues
Reduce. Also, the cross shape saves material
Was. 1.2. Cross-shaped seismic isolation device, sliding bearing, cross gravity restoration type isolated
Intermediate sliding part of seismic device and sliding bearing 1.1. Concave sliding surface or flat surface of the invention of the present invention
An upper sliding member having a sliding surface portion, and an upward concave sliding member;
Lower slide member having a sloped surface or a flat slide surface
And an intermediate sliding portion provided between them. This intermediate slip
The friction performance is improved by the
The contact area with the lower slide member can be increased
You. Also, during an earthquake vibration, the intermediate sliding part and the upper
There is no change in the contact area between the guide member and the lower slide member.
No. In addition, the upper sliding member and lower part of this intermediate sliding part
Roller ball (bearing)
Even if a ring is provided,
Roller ball (bearing) and upper slide part
The contact area between the material and the lower slide member does not change.
It is advantageous in direct load transmission capacity. 1.3. Cross gravity restoration type pull-out prevention device / slip bearing 1.1. 1.2. Concave recessed sliding surface of the invention
Or, the upper member with a flat type sliding surface
Form a slide member with a slide hole that is elongated
With an upward concave concave sliding surface or flat sliding surface.
The lower member is a slide with a long and narrow opening on the long side
A slide member having a hole is formed.
Material in both slide holes in the direction crossing each other.
Slides and slides
Sliding member (upper sliding portion)
To the structure that is seismically isolated
That supports the structure to be seismically isolated
With restoration function that also has the function of pull-out prevention
It is a seismic isolation device and a sliding bearing.
It becomes possible to provide a device that has both pull-out prevention. Also gravity return
Depending on play for vertical displacement during seismic vibration peculiar to the original model
It can solve the problem of rattling and the problem of impact when pulling out.
You. In addition, 1.2. As well as friction by the intermediate slide
Higher performance, upper slide member and lower slide member
And the contact area with the metal can be increased. Also, during earthquake vibration,
An intermediate slide portion, an upper slide member and a lower slide member
There is no change in the contact area. Also, on this intermediate slide,
At the position where it contacts the upper and lower slide members,
Roller balls (bearings)
During the vibration, this roller ball (bearing
Contact between the upper slide member and the lower slide member
The area does not change, which is advantageous in vertical load transfer capacity.
is there. 2. Improvement of pull-out prevention device / sliding bearing Structure supporting structure to be seismically isolated
Invention relating to improvement of a device for preventing pulling out of
You. 2.1. Pull-out prevention device with restoration / damping spring etc.
Seung: Restored to the original position after the earthquake, and
Comes with a restoration / damping spring that suppresses and prevents slippage of sliding parts
Pull-out prevention device and sliding bearing. Specifically, the patent
1844024 No. pull-out prevention device, sliding bearing,
1.3. Cross gravity recovery type pull-out prevention device / sliding bearing
One of the upper slide member, lower slide member or
A spring or the like is installed on one or both sides of the slide hole of both.
After the earthquake, the other switch engaged by the spring etc.
Return the ride member to the center (normal position) of the slide hole.
And slide the other slide member to the end of the slide hole.
It has the function of preventing collision. Also, such as a spring
However, under normal conditions, it touches the other intersecting slide member.
So that it does not extend from the end of the slide hole
Other slide members at both ends of the slide hole
It becomes a shock absorber to prevent collision, and the seismic isolation plate
Only at the time of the earthquake amplitude when the sliding part may come off from the slope
Suppression works at the time of earthquake amplitude in the base isolation plate
The effect that the seismic isolation performance by the seismic isolation device is not reduced is obtained. 2.2. Pullout prevention device with laminated rubber / rubber / spring etc.
Sliding bearing This is a solution to the pull-out force in laminated rubber seismic isolation.
At the same time, the buckling of the laminated rubber
(In the case of a layer rubber). This
To reduce the size and cost of the laminated rubber itself
did. 2.3. Enhancement of pull-out prevention function Pull-out prevention device / slip of the invention in Japanese Patent No. 1844024
Bearing 1.3. Cross gravity restoration type pull-out prevention device / sliding support
OK, 2.1. Pull-out prevention device with restoration / damping spring, etc.
Bearing 2.2. Pull-out prevention with laminated rubber / rubber / spring etc.
In each device of the compound device with the stop device and the slide bearing,
Upper slide with a slide hole that is long and narrow
The member and the lower slide member in the direction crossing each other,
Engage with both side slide holes so that you can slide
And remove the connecting member / engagement material that penetrates the slide holes on both sides.
In addition, the device further enhances the pull-out prevention function. 2.4. New pull-out prevention device and sliding bearing New pull-out prevention device and sliding bearing. In addition,
It is possible to use a simple pull-out prevention device and sliding bearing. (1) New pull-out prevention device / sliding support Upper slide part with a slide hole elongated on the top
Material and lower slide member are engaged in the direction crossing each other
Attachment material that penetrates the slide holes on both sides
And the upper slide
The lower slide member is seismically isolated from the structure whose members are seismically isolated.
Structure by supporting it on the supporting structure.
New pull-out prevention device and sliding bearing. (2) New pull-out prevention device and sliding bearing Structure supporting the seismically isolated structure and the seismically isolated structure
Provided between and wraps around one or more
The innermost slide member with the related slide member
But just outside, with room to slide horizontally
Of the second slide
Ride members have room to slide horizontally.
And further wrapped in the outer slide member,
And the innermost switch
One of the ride member and the outermost slide member
Structure that supports a structure that is seismically isolated on the other
This is the case where it is configured by providing it on the body. Pull-out prevention
If the stop mechanism is nested or double or more, its multiplicity
The size of the equipment that can cope with the same seismic amplitude
Large pull-out compared to a single case
Can cope with power. (3) New pull-out prevention device / sliding bearing This is the case where two sets of upper and lower devices are provided.
You. (4) New pull-out prevention device and slide bearing with spring The above new pull-out prevention device and slide bearing have a restoration spring
In this case, the seismic isolation devices and sliding bearings described in (2) and (3) above
In the individual inner slide member and outer slide
Between the members or the innermost slide member and the
By providing a spring or the like between the outer slide member
It has resilience. 2.5. Gravity restoration type pull-out prevention device / slip bearing Gravity recovery type pull-out prevention device capable of seismic isolation / restoration / slipping
It is a bearing. In addition, compact pull-out prevention device
Supporting is possible. 2.6. Gravity restoration type seismic isolation device for pull-out prevention device and sliding bearing
Vertical displacement absorbing device for stationary / sliding bearing vibration When gravity recovery type seismic isolation device and sliding bearing are used together during earthquake vibration
Drawing of the invention in patent 1844024 by vertical displacement
The pull-out force of the wind, etc. due to the play of the prevention device and the sliding bearing works.
It is a device that absorbs the impact when it comes. 2.7. Pull-out prevention device, intermediate sliding part of sliding bearing (all
Type) The anti-pull-out device / slip of the invention in Patent No. 1844024
Intermediate sliding between the upper and lower slide members of the bearing
By providing a sliding part (sliding type), the upper sliding part
The friction coefficient between the material and the lower slide member can be reduced.
You. 2.8. Pull-out prevention device and intermediate sliding part of the sliding bearing (rolling
Type) The anti-pull-out device / slip of the invention in Patent No. 1844024
Intermediate sliding between the upper and lower slide members of the bearing
To provide a rolling part (rolling type such as roller and ball)
The friction between the upper slide member and the lower slide member
The number can be lowered. 2.9. Improvement of pull-out prevention device / slip bearing Pull-out prevention device / slip of the invention in Japanese Patent No. 1844024
Intermediate between the upper and lower slide members of the bearing
The horizontal dimensions can be reduced by providing
Can be 2.10. Improvement of pull-out prevention device / slip bearing Pull-out prevention device / slip of the invention in Japanese Patent No. 1844024
Lower and lower slides that constitute the upper slide of the bearing
Either of the upper members that make up the
The upper and lower slide members are not restrained in the vertical direction.
To reduce the horizontal dimension by sliding horizontally
be able to. 2.11. Improvement of pull-out prevention device / slip bearing Pull-out prevention device / slip of the invention in Japanese Patent No. 1844024
Intermediate between the upper and lower slide members of the bearing
The horizontal dimensions can be reduced by providing
Can be 2.12. Improvement of pull-out prevention device / slip bearing Pull-out prevention device / slip of the invention in Japanese Patent No. 1844024
Upper slide member (upper seismic isolation plate) and lower slide of bearing
A vertical connecting slide member is provided between members (lower seismic isolation plate).
By doing so, the horizontal dimension can be reduced. What
Contact the upper and lower connecting slides with the upper
The id direction and the sliding direction with respect to the lower seismic isolation plate are
By being configured at right angles, in any direction
Seismic isolation against quake force is possible. Also, between seismic isolation plates
And rolling elements such as balls and rollers, or intermediate slides
Friction can be reduced by installing parts
You. In addition, the upper and lower seismic isolation plates are
A concave sliding surface such as a plane or cylindrical trough or V-shaped trough
Restoration is also possible by using a seismic isolation plate. 3. Improvement of damper function of sliding seismic isolation device and sliding bearing
Initial sliding improvement 3.1. Change of friction coefficient Seismic isolation plate with concave or flat sliding surface and sliding part
Seismic isolation device consisting of a sliding bearing or downward
An upper seismic isolation plate with a flat or concave sliding surface
Bottom surface with upward or downward sliding surface
The middle between the upper and lower seismic isolation plates
With a sliding part or a roller ball (bearing)
Intermediate slide or roller ball
For seismic isolation devices and sliding bearings, or the upper seismic isolation plate
Between the lower seismic isolation plate and the upper and lower surfaces.
One or more intermediate seismic isolation plates are also sandwiched
Intermediate slides or roller bows between the seismic isolation plates
Intermediate sliding part or roller with bearing (bearing)
Balls (above, called "intermediate sliding parts etc.")
Of the center of the seismic isolation plate in the isolated seismic isolation device and sliding bearing
The coefficient is small, and the friction coefficient around the seismic isolation plate is large.
It is configured to have. The coefficient of friction at the center of the seismic isolation plate
Making it smaller means that the slide will start sliding first
Reduce the magnitude of the force to increase the sensitivity of the seismic isolation device,
Increasing the size suppresses the amplitude of the sliding portion. Use both
To improve the initial sliding and to shake the seismic isolation device during an earthquake.
Reduce the width. In other words, it covers the whole area of the seismic isolation plate sliding surface.
When the friction coefficient is increased, the amplitude is suppressed,
Dynamic acceleration increases and seismic isolation sensitivity deteriorates. Conversely,
Reduce the coefficient of friction over the entire area of the shaking slip surface
The initial motion acceleration is small, but the amplitude is large
Solving sliding problems. 3.2. Change of curvature Seismic isolation device / sliding bearing with seismic isolation plate with concave sliding surface
The radius of curvature of the concave surface from the center to the periphery
By reducing the steepness to reduce the amplitude of the earthquake
Things. In addition, by changing the curvature,
Also has the effect of not causing resonance with the natural period of
One. 3.3. Change in friction coefficient and change in surface curvature In addition, 3.1. 2. change in friction coefficient of
2. And the change in curvature of the
The method of improving the damper function and the first sliding of the bearing is also
is there. 4. Double (or more than double) seismic isolation plate seismic isolation device, gravity recovery
Original seismic isolation device The system of sliding part and seismic isolation plate (Seismic isolation in Patent No. 1844024)
(Reconstruction device), the area of the seismic isolation plate is reduced to almost 1/4.
Even if the seismic isolation plates are moved up and down, it is almost halved. Ma
Also, because the seismic isolation plates have the same area, sealing is obtained and lubrication is achieved.
Prevents evaporation of the agent, and prevents rain, dust, and rust to reduce friction.
It is possible to prevent it from getting worse. 4.1. Double (or more than double) seismic isolation plate
Bearing 4.1.1. Double (or more than double) seismic isolation plate seismic isolation device
・ Sliding bearing 4.1.2. Triple (and more than triple) exemption with pull-out prevention
Seismic plate seismic isolation device, sliding bearing Consists of an upper seismic isolator plate, multiple intermediate seismic isolator plates and a lower seismic isolator
For Mie (or Mie or more) seismic isolation plate seismic isolation device and sliding bearing
And the upper and lower connecting slide members
Connect the middle seismic isolation plates to each other
In the direction intersecting with it, vertically (with parallel opposite sides)
With the next intermediate seismic isolation plate by means of
In the direction of intersection with the previous middle seismic isolation plate,
(Upper and lower sides)
Connect the next middle seismic isolation plate and seismically isolate the upper seismic isolation plate
Attached to the structure, supporting the structure to be seismically isolated with the lower seismic isolation plate
Structure that is seismically isolated by being attached to
Of the structure supporting the seismically isolated structure
Stop and enable seismic isolation. Also, the number of parallel intersections
By increasing the number of seismic isolation plates,
It becomes easier to cope with diagonal seismic force. 4.2. Double (or more than double) seismic isolation with intermediate slide
Plate seismic isolation device, sliding bearing Double, triple and quadruple sliding surfaces (slip surface, rolling surface)
And the sliding performance is improved. 4.2.1. Intermediate sliding part (sliding type or rolling type) Roller or ball is considered as a rolling type intermediate sliding part.
However, as a sliding intermediate sliding part, a downward concave sliding
Curvature equal to or in contact with the upper seismic isolation plate
And a lower seismic isolation plate with an upwardly concave sliding surface
Intermediate lubrication with a convex type having the same curvature or tangent curvature
The upper and lower seismic isolation plates and the sliding part
Area can be increased, and the friction performance can be improved.
it can. Also, in the case of an intermediate slide with the same curvature as the seismic isolation plate,
Even during earthquake vibration, this intermediate sliding part follows the spherical shape of the seismic isolation plate.
Accordingly, the contact area can be kept constant.
In the middle sliding part of
Similarly, when a roller ball (bearing) is provided,
During an earthquake vibration, the seismic isolation plate and this roller ball
Vertical load transmission because the contact area with the ring does not change
Advantageous in ability. In addition, mortar shape, V-shaped trough
If the seismic isolation plate has a sliding surface such as
Roller type intermediate sliding part such as roller / ball (bearing)
The contact area is large by adopting the same curvature shape as
Can improve the pressure resistance performance, and after aging
Of Roller Ball (Bearing) into Seismic Isolation Plate
Can be prevented. 4.2.2. Double intermediate sliding part Intermediate sliding part is divided into first intermediate sliding part and second intermediate sliding part
The above 4.2.1. In addition to the effect of Mie
Slip surface (slip surface, rolling surface) is obtained on
Since the surface has a saucer shape, lubricating oil can be easily filled. 4.2.3. Triple intermediate sliding section The intermediate sliding section is the first intermediate sliding section, the second intermediate sliding section, and the third sliding section.
By splitting into a sliding part, a quadruple sliding surface (slip surface, rolling
Beveled surface) is obtained. Regarding the above double or more intermediate sliding part
Roller ball at the position where the intermediate sliding parts touch each other
(Bearing) facilitates swinging, which is advantageous
It is. 4.2.4. Double with intermediate slide with restoring spring (or
Double or more) seismic isolation plate seismic isolation device and sliding bearing 4.2. Double with intermediate sliding part (or more than double
) In the seismic isolation plate seismic isolation device and sliding bearing device,
Connect the sliding part to the upper and lower seismic isolation plates with a spring, etc.
Give the restoring force to the position and combine the functions of the restoring device
You. The size of the restoration device is almost half that of the conventional one.
It becomes possible. 4.2.5. Double with roller and ball (bearing)
(Or more than double) seismic isolation plate seismic isolation device and sliding bearing 4.1.1. -4.1.2. Low between seismic isolation plates
By putting in a ball or ball (bearing) etc.
The friction coefficient is reduced, and high seismic isolation performance is obtained. Note that
Dig down the seismic isolation plate or start up around the roller
・ Balls (bearings) are inserted and the seismic isolation plates are almost
It is more suitable for dust protection if it is sealed without gaps
ing. 4.3. Plane, cylindrical trough, V-shaped trough
Dish (with slide part connected vertically) The pressure resistance can be increased and the resilience can be given.
It works. In addition, seismic isolation without resonance can be obtained. Also, Mie
The seismic isolation plate does not come off. In addition, roller, medium
By making a plurality of sliding parts (slip members),
The pressure resistance performance is further improved. Also, the roller on the sliding surface
Place the rack on the rolling surface and bite the rack around the rollers.
By providing matching teeth (gears), when the roller is seismically isolated
Can be prevented from slipping due to slippage. 4.4. Double (or less than double) with seal and dustproof cover
Above) seismic isolation plate seismic isolation device, sliding bearing 4.1. ~ 4.3. Double (or more than double) seismic isolation plate
Upper and lower (including middle) seismic isolation plates of the seismic isolation device and sliding bearing
By sealing with a seal or dustproof cover, lubricant
Prevents evaporation, rain-proof, dust-proof, and rust-proof, seismic isolation plates and slides
It is possible to prevent a decrease in the sliding performance of the parts and the like. Elastic sea
In the case of small and medium-sized earthquakes,
And the hermeticity is maintained without breaking the seal. 4.5. Gravity restoration type single seismic isolation plate seismic isolation device, sliding bearing
Improvement of the contact area The contact area between the seismic isolation plate and the sliding section should be as large as possible, and
The same so that the contact area does not change during vibration
Can be. Double / triple sliding surface (slip surface, rolling surface)
And the sliding performance is improved. 4.5.1. Intermediate sliding part By inserting the intermediate sliding part, the friction performance is improved.
In the event of an earthquake, this intermediate sliding part is
The contact area between the seismic isolation plate and the sliding part is constant to follow the shape
Can be kept. In addition, this middle sliding part, seismic isolation plate
Roller ball (bearing) provided at the contact position
The seismic isolation plate and this row during earthquake vibration.
The contact area with the large ball (bearing) does not change
This is advantageous in the vertical load transmission capacity. Together, sliding
Because the part is received by a saucer-shaped intermediate sliding part,
Easy to fill with lubricating oil. In addition, doubly sliding surface (slip
Surface and rolling surface) are obtained, and the sliding performance is improved. 4.5.2. Double intermediate sliding section 4.5.1. Intermediate slide or roller bow at
The intermediate sliding part with the first intermediate sliding part
First with head or roller ball (bearing)
Intermediate slide and second intermediate slide or roller ball
(Bearing) and a second intermediate sliding part
By doing so, the above 4.5.5.1. In addition to the effect of
Heavy slip surface (slip surface, rolling surface)
Performance is further improved, and the swing angle of the intermediate sliding part
Damping of a seismic isolation plate with a concave sliding surface
We can raise effect. Also, the position where the intermediate sliding parts touch each other
When a roller ball (bearing) is installed,
Is easy and advantageous. 4.6. Gravity restoration type single seismic isolation plate with vertical displacement absorption type for sliding part
Seismic isolation device / slip bearing 4.6.1. Gravity-restoring single-junction for sliding part vertical displacement absorption type
Shake plate seismic isolation device / sliding bearing
Insert the spring, etc., inserted into the cylinder,
Gravity by making up with the sliding tip
Absorbs vertical displacement during operation of restoring seismic isolation device and sliding bearing
As well as having the function of vertical seismic isolation.
You. When a male screw is inserted at the top of this cylinder
Not only adjust the restoring force, but also correct the residual displacement after the earthquake
Also becomes possible. 4.6.2. Gravity-restoring single-junction for sliding part vertical displacement absorption type
Shaking plate seismic isolation device / slide bearing 8.1.2.2.3. Equipped with earthquake sensor (amplitude) device
The fixing pin of the automatic restoration type fixing device
When the insertion part of the base is a seismic isolation plate with a concave sliding surface,
Vertical displacement absorption type gravity restoring seismic isolation device and sliding bearing are available
It will work. 4.7. Boundary type vertical displacement absorbing gravity restoration type seismic isolation device
Even if a gravity-restoring seismic isolation device or sliding bearing is used, other seismic isolation
Gravity-restoring seismic isolation that does not affect vertical displacement
Equipment and sliding bearings. Seismically isolated structure and gravity restoration
Type seismic isolation device, either the sliding part of the sliding bearing or the seismic isolation plate
Slide one side vertically and restrict horizontal movement
Gravity by connecting with the slide device
Horizontal displacement of the seismic isolation device and sliding bearing due to vibration during earthquake
Position is transmitted to the seismically isolated structure, but vertical displacement is transmitted.
Not reached. The pull-out prevention device used together
・ It is no longer necessary to provide play for vertical displacement of the sliding bearing,
The rattling due to the pull-out force in the wind is also eliminated. Also,
By setting it at the center of gravity of the structure to be shaken,
Vibration that is close to
It also has fruit. It also lowers the center of gravity of the seismically isolated structure.
As a result, stable seismic isolation performance can be obtained. 4.8. New gravity-restoring seismic isolation device A weight suspended from a seismic isolated structure
Structure or support provided on the foundation
It is configured to be suspended below it via the entrance
This is a gravity-restoring seismic isolation device without vertical displacement. Seismic isolation
Lowering the center of gravity of the structure to be
As a result, stable seismic isolation performance can be obtained. Also, with weight
A spring, etc. is attached between the structures supporting the seismically isolated structure.
When added, the weight can be reduced by the strength of the spring etc.
And can also be used as a shock absorber at the maximum amplitude.
it can. This device is more inexpensive than restoring control
The seismic device itself does not have a natural period and does not resonate with the earthquake period
A constant restoring force that is not proportional to the displacement
And the ability to eliminate residual displacement after an earthquake is large.
In addition, it is easy to integrate with a fixing device. 5. Resonance-free seismic isolation devices, equations of motion and programs Resonance is the most inevitable phenomenon in both seismic and seismic isolation
Was thought to be something. This device and this equation of motion
・ Structure without resonance by equipment / structure according to the program
The body is feasible. 6. Vertical seismic isolation device 6.1. Vertical seismic isolation device for vertical displacement absorption type of sliding part, sliding support
Acknowledgment 4.6. Gravity restoration type single seismic isolation plate with vertical displacement absorption type for sliding part
This is an application of seismic isolators and sliding bearings.
Insert the sliding part that slides on the plate in a manner protruding below the tube and below it
By using a vertical seismic isolation device consisting of
Compactness becomes possible. Inserting a spring etc. into the cylinder
With this, in addition to absorbing vertical displacement, increasing the restoring force,
Enables correction of post-earthquake residual displacement of seismically isolated structures
You. 6.2. Pull-out prevention device with vertical seismic isolation (including restoration) Cross-shaped seismic isolation device, sliding bearing (including restoration), and pull-out
The horizontal force of the earthquake is absorbed by the
Vertically move an elastic spring, etc. in the vertical direction to the seismic isolation device
By installing it so that it can absorb only
The seismic isolation of flat force and vertical force is shared, enabling vertical seismic isolation.
Also, 2.1. Of the pull-out prevention device with restoration / damping spring etc.
If this spring, etc. is installed on the sliding bearing, restore the horizontal
Or it also has damping performance. 6.3. Vertical seismic isolation device for each floor and each floor The base (or low
Structure that is seismically isolated by the horizontal seismic isolation device installed on the floor
The whole is isolated from horizontal seismic force,
Install a vertical seismic isolation device that seismically isolates by layer or floor
By sharing the horizontal and vertical forces of the earthquake,
Vertical seismic isolation of structures such as buildings is made possible in a realistic manner. 6.4. Vertical seismic isolation device using tensile members Supporting members such as columns, beams,
Support by stretching the tensile material as described above, and make the tensile material elastic or
Is due to the elasticity of a spring or the like provided in the middle of the tensile material,
In addition to seismic isolation against the horizontal force of the seismically isolated structure,
Seismic isolation against direct force becomes possible. Also, using a spring etc.
High tension wire and high tension wire
Heavy weight due to the use of loop cable material
It can also support vertical seismic isolation of structures. Also, using a spring etc.
Both horizontal and horizontal
It also has functions. 7. Seismic power generation equipment with seismic isolation 7.1. Seismic power generation equipment using seismic isolation
Vertical movement (pin type), horizontal movement (with rack)
Gear type) into one-dimensional motion, and then into rotational motion
Generate electricity and convert seismic energy into useful things such as electricity.
Can be obtained. 7.2. Seismic power generation device type earthquake sensor 7.1. By using the seismic power generator of
Earthquake sensor using energy and no other power supply required
-Becomes possible. In addition, by seismic energy generation,
Generates energy such as electricity that can be used to release the fixing device
It becomes possible to do. 8. Fixing device / damper 8.1. Seismically actuated fixing device Supports seismically isolated structures and seismically isolated structures
To prevent wind sway by fixing
If you feel the vibration of an earthquake during an earthquake,
The device to be removed. Normally seismically isolated structures
Because it is fixed to the structure that supports the structure to be
It is safe. 8.1.1. Shear pin type fixing device Structure to be seismically isolated and structure to support structure to be seismically isolated
Is fixed with a fixing pin, and when an earthquake
Fixing that the fixing pin itself is cut by force and released
Device. Due to the nature of this fixing pin, it can be operated only once.
Yes, suitable for simplified types. Also, since the mechanism is simple,
Maintenance is also simple. 8.1.2. Seismic sensor (amplitude) device-equipped fixing device Structure supporting seismic isolated structure and structure supporting seismic isolated structure
In the fixing device to fix and prevent wind sway,
An earthquake sensor or an earthquake sensor (amplitude) device
Is a device that releases the fixing device when the earthquake exceeds a certain level.
You. 8.1.1. Against earthquake compared with shear pin type fixing device
This makes it possible to use a highly sensitive fixing device and improve seismic isolation performance. 8.1.2.1. Hanging material cutting type 8.1.2. Fixed device with earthquake sensor (amplitude) device
Of the hanging material that supports the fixing pin during an earthquake
By doing so, the spring or the like, gravity, or the shape of the insertion
The fixing pin comes off from the insertion part
A structure supporting the structure to be shaken and a structure to be isolated
Is a mechanism that releases the fixation of the
Therefore, the burden of maintenance and the like can be reduced. (1) Earthquake sensor amplitude device equipped type 8.1.2.1. Fixed type equipped with earthquake sensor (amplitude) device
Among the devices, 8.1.2. As stated in (1)
This is a type that is activated by a seismic sensor amplitude device.
No source equipment is required. Earthquake sensor amplitude device amplitude
Of which weight has been released, or a member linked to the weight
(Extrusion, pulling, etc., via release if necessary
Wire, rope, cable, rod, etc.)
If the amplitude of the weight exceeds a certain value during an earthquake, the blade
Cut off the hanging material that supports the fixing pin, and
Force or the inclination of the insertion part of the fixing pin such as a mortar
It is configured to come off the entrance. 8.1.2.
2. Adjustment of blade extension, wire
・ Length of rope, cable, rod, etc.
Or by allowing the suspension length of the pendulum to be adjusted.
Can change the seismic sensitivity. (2) Earthquake sensor equipped type 1) General 8.1.2.1. Fixed type equipped with earthquake sensor (amplitude) device
Among the devices, 8.1.2. (2) stated in a)
Such as the type that operates in conjunction with the earthquake sensor
Yes, connected by electric wires that transmit signals from the earthquake sensor device.
The moving lock member control device has a blade,
When the sensor device detects the seismic force, the lock member control device
Operates to cut the suspension that supports the fixing pin,
Structure and seismic isolation that are seismically isolated by removing the fixing pin from the insertion part
The structure that supports the structure to be fixed is released.
8.1.2.2. Unlocked earthquake sensor equipped type
In the same way as for
You. 2) Type equipped with earthquake sensor by seismic power generation 8.1.2.1. Fixed type equipped with earthquake sensor (amplitude) device
Among the devices, 8.1.2. (2) described in b)
Such as interlocking with a seismic sensor
The seismic power generator operates during an earthquake.
The generated power also activates the lock member control device
The blade attached to the lock member control device
Cut the hanging material that supports the Earthquake despite being electric
An operation area that does not require power supply equipment to use power generation
Setting of seismic force is easy. 8.1.2.2. Indirect method (lock release type) 8.1.2.2.1. Basic type 8.1.2. Fixed device with earthquake sensor (amplitude) device
Out of the lock member of the operating part of the fixing device during an earthquake
The structure supporting the seismically isolated structure and the seismically isolated structure
With a mechanism that is configured to release the fixation with the structure
is there. Specifically, the fixing pin insertion section and the fixing pin
One is seismically isolated and the other is seismically isolated
Installed on the structure supporting the structure,
Fix the structure supporting the structure to be shaken
And secure it by inserting a pin.
The locking member that locks the fixing pin
In the fixing device to prevent the seismic sensor amplitude device
Or have an earthquake sensor such as an electric vibrometer, and
Is connected to a member, and its acceleration exceeds a certain level during an earthquake
The magnitude of the weight of the seismic sensor amplitude device
Is larger than a certain size and is directly or
By the member linked to it or to the earthquake sensor
Motor or electromagnet or other operating member
To release the locking member of the fixed pin
The fixation of the body and the structure supporting the seismically isolated structure is released
Characterized in that the seismic
It is a fixed device equipped with a sir (amplitude) device. Lock member
The mechanism that directly operates the fixing pin to operate only
Can be operated with small energy. Also
The sensitivity of the sensor can also be set sensitively. 1) Lock pin method 8.1.2.2.1. Of the form, the lock part during an earthquake
When the material is released, this fixing pin will work in the direction to come off.
Inserted by gravity or seismic force, such as mounted springs
This fixing pin comes off from the part and seismic isolation structure and seismic isolation
Release from the structure that supports the structure
And maintenance is easy because the mechanism is simple.
It is easy. 2) Lock valve system 8.1.2.2.1. Of the types
Pipe that slides through the cylinder with almost no leakage of liquid, gas, etc.
It has a fixed pin with a stone-shaped member,
Opposite sides of the piston-like member (the piston-like member
Are connected by pipes or grooves,
The piston-like member has holes or the piston-like part
An outlet through which the liquid / gas extruded by the material exits from inside the cylinder
Is provided, and this cylinder's fixie
Pipe or groove connecting the opposite sides of the
Pressed by a hole in the
At the outlet where the liquid or gas to be discharged from the cylinder, or
All of them are provided with a lock valve.
Can be opened and closed in conjunction with the earthquake sensor amplitude device.
And locks the fixing pin.
4. (1) 4) By using together with a delay unit,
Can be customized. In addition, each of the above mechanisms is (1)
Type equipped with seismic sensor amplitude device and (2) Type equipped with seismic sensor
Divided into cases. (2) Special among types equipped with earthquake sensors
What is effective is the automatic restoration type equipped with earthquake sensor
Automatic restoration of fixed pins using seismic force
It replaces the seismic sensor amplitude device of (1).
It uses an earthquake sensor to
The accuracy of the sensitivity has been improved, and the fixed pin can be restored only by seismic force.
Perform using. In addition, (2) the type equipped with an earthquake sensor
And 2) the type equipped with an earthquake sensor by seismic power generation,
7.1. Instead of 1) earthquake sensor According to the seismic isolation described
Seismic power generator, or 7.2. The seismic power generator type described
When using an earthquake sensor,
That does not require power supply equipment to use seismic power
is there. 8.1.2.2.2. Automatic restoration type by electricity etc. 8.1.2. Fixed device with earthquake sensor (amplitude) device
If the fixing pin is released,
Automatically returns to the fixed state. Concrete
Specifically, 8.1.2.2.1. Earthquake sensor (amplitude)
Fixed to the fixing pin of the device-equipped fixing device (unlocked type)
An automatic restoration device is installed, and after the earthquake,
The restoring device locks (engages) the fixing pin with the locking member.
The position is automatically restored to the position
It is installed at the position that comes when it is completely released. More than
The mechanism consists of (1) a type equipped with an earthquake sensor amplitude device and (2) a ground
It is divided into the case of the type equipped with an earthquake sensor. (2) Earthquake sensor
-Equipment type, seismic sensor by 2) seismic power generation
The equipment type is 7.1. Instead of 1) earthquake sensor. Description
Seismic power generator with seismic isolation of 7.2 or 7.2. The listed earthquake
When using a generator-type seismic sensor,
Power supply equipment is required to use seismic power generation
Not a type. 8.1.2.2.3. Self by seismic force
Motion restoration type 8.1.2. Type equipped with earthquake sensor (amplitude) device
Of the fixing pins of the fixing device
By making the entrance part concave shape such as mortar shape, spherical shape,
Due to seismic force, the fixing pin returns to the original position after the fixing device is released.
Automatic return to the fixed pin.
There is no need for power supply equipment. This method uses fixed
General fixing device (earthquake-actuated fixing device, wind-actuated fixing device)
Devices, etc.)
Indirect method (8.1.2.2, especially 8.1.2.
2.1. And 8.1.2.2.4. Or 8.2. Wind
It can be said that adoption in dynamic type
This is extremely advantageous. In other words, seismic isolation,
Perform a series of processes up to the return to normal using only seismic force
This series of processes requires power equipment
It has the effect of not being. 8.1.2.2.2.
8.1.2.3. Is generally an electric control type,
Regarding the return of the fixing device to its original position after the earthquake,
Considering the power outage, the automatic restoration system using electricity
It is difficult to apply below. This earthquake sensor (amplitude) equipment
The self-restoring fixing device with a stationary device is a system that does not rely on electricity.
The problem is solved by the system. 8.1.2.2.4. Applied form The following invention is described in 8.1.2. The following earthquake sensors
Width) It can be used for all equipment-equipped fixing devices.
Excluding 1), 8.2.1. The following types of wind sensors
It can also be used for the indirect method of a fixed device. 1) The lock member is a weight type of the earthquake sensor amplitude device. The weight of the earthquake sensor amplitude device also serves as the lock member.
The seismic sensor amplitude device and fixing device are integrated.
Can be The weight that doubles as the lock member vibrates during an earthquake
It will be in a state and release the fixed pin by detaching from the fixed pin
I do. Also, insert the fixing pin into a mortar shape, spherical shape, etc.
Restoration of fixing device by seismic force by making concave shape
Enable. 2) Two-stage or more locking method First locking member for locking the fixing pin, this locking part
The second locking member that locks the material
Lock members are provided in two or more stages, and the last lock member (second stage or more)
Down) linked with the earthquake sensor amplitude device
Required for the seismic sensor amplitude device to release the fixed pin.
Reduce the required force and the tensile or compressive length at that time
Can be held down, increasing the operating sensitivity of the fixing device.
You. 3) Double or more locking method Two or more locking members for locking the fixing pin are provided.
For each lock member, use the earthquake sensor amplitude device.
Installed and linked. Multiple lock members
The locking of the fixed pin is
Notches, grooves, and depressions into which
The operating sensitivity of the fixing device can be increased. Therefore, two
For lock systems with more than weight, multiple lock members
In addition, the corresponding earthquake sensor (amplitude) device
Especially meaningful when connected. In other words, the earthquake sensor
-Install multiple amplitude devices, and lock members for each
And have multiple lock members.
The locking safety of the fixed pin is increased with
Notches, grooves and depressions into which members are inserted can be made shallower. 4) With a delay device Hold the release state of the fixed pin to increase the seismic isolation effect in the event of an earthquake
Delay the return of the locking pin to the locking position
(For details, see 8.5). 8.1.2.2.5. (Lock) valve system 8.1.2.2.2.5.1. (Lock) valve system The weight of the slide lock valve and the seismic sensor linked to it
Use a lock plate and attach the resistance plate attached to this lock valve.
Of sensitive sensitivity even if the weight of the earthquake sensor is small
A lock valve becomes possible. Also, multiple slide lock valves
By installing several units, it is possible to respond to seismic force in all directions.
It becomes possible. 8.1.2.2.5.2. (Lock) valve method If the weight of the seismic sensor amplitude device is
Or concave such as spherical surface, mortar or cylindrical trough, V-shaped trough
Flat due to the mold sliding surface (sliding / rolling surface, the same applies hereinafter)
When in the normal position (balanced), the piston
Outlets and outlets where liquids and gases extruded out of the cylinder
Becoming a position that blocks the route will result in earthquake sensitivity
Directional seismic sensor is possible and smooth
Direct linkage with the valve is possible, and the earthquake
A lock valve with sensitive sensitivity is possible even if the sensor weight is small.
become. 8.1.2.3. Direct method (automatic control type fixing device) 8.1.2.2.2. The structure to be seismically isolated
Is automatically performed until the cancellation. 8.1.2.4. Earthquake sensor (amplitude) device 8.1.2.4.1. Earthquake sensor (amplitude) device The earthquake sensor (amplitude) device is
Sensor amplitude device. 8.1.2.4.2. Installation of earthquake sensor (amplitude) device
Location The location of the earthquake sensor (amplitude)
Support the seismically isolated structure A and the seismically isolated structure
Structure B can be used.
Vibrations other than earthquakes by installing it on the structure B
It can be made insensitive. Also earthquake sensor
-When sending commands from the
Noh. 8.1.2.4.3. Design of earthquake sensor (amplitude) device (1) Period of earthquake sensor (amplitude) device 1) Period design of earthquake sensor (amplitude) device The cycle of weight of earthquake sensor (amplitude device) is installed.
According to the ground cycle of the site where the structure to be built is built
Depending on the setting, the initial stage of small shaking during an earthquake
The weight of the earthquake sensor (amplitude) device resonates with the ground cycle
And shakes greatly, the seismic sensor (amplitude
Sensitivity) can be increased. 2) Weight resonance device for the amplitude sensor of the seismic sensor In order to resonate the weight during an earthquake,
Wire, cable, cable lock
It is necessary to give room (slack) to the data. However,
Giving slack lowers the sensor sensitivity. So, the weight
Surrounding materials that are subject to weight collision and also serve as weight
Around the wire, rope,
Attach cables, rods, etc. By doing so,
The weight can resonate with the earthquake during an earthquake and can be fixed
For wires, ropes, cables, rods, etc. connected to equipment
There is no need to give room (sag). 3) Multiple weight resonance devices with earthquake sensor amplitude devices When considering a earthquake sensor that can respond to the width of the ground cycle,
Providing multiple weights and changing the vibration cycle for each weight
By doing so, it is possible to give a wider range to the ground cycle
Will be possible. 4) Multiple resonance devices with earthquake sensor amplitude device When considering a sensor that can respond to the width of the ground cycle,
A spring is also provided on the pendulum support itself of the sensor amplitude device
So that two cycles can be obtained by the pendulum and the spring
Thus, it is possible to correspond to the width of the ground cycle. (2) Omnidirectional sensitivity 1) Trumper-shaped hole The weight is placed directly above or below the weight of the seismic sensor amplitude device.
So that the rocking motion is transmitted as tensile or compressive force.
Provide ear ropes, cables, rods, etc. and extend them
In the case or support frame of the above
Or inside or outside), mortar-shaped or
An insertion part with a hole in the shape of a
By passing a cable,
Pull out only by shaking amplitude, regardless of shaking direction
The length or compression length is determined. As a result,
The sensitivity of the sensor amplitude device is constant regardless of the direction of the seismic force.
can do. 2) Roller-shaped guide member 8.1.2. Fixed device equipped with earthquake sensor amplitude device
In the horizontal direction of the weight of the seismic sensor amplitude device,
Connect wires, ropes, cables, etc. that connect to the fixed device
Roller next to the weight (to allow for the amplitude)
-Two guide members (rotary axis etc.) are installed in the vertical direction
Through this wire, rope, cable, etc.
And transmission of equal pulling force or compressive force in all directions
Makes it possible to increase the sensitivity of the seismic sensor
Irrespective of the direction of the movement. (3) Earthquake sensor amplitude device with amplifier The earthquake sensor amplitude device consists of levers, pulleys, gears, etc.
(Displacement) connected by incorporating an amplification mechanism
Conveyed to wire, rope, cable, rod, etc.
Amplify the tensile or compressive length during an earthquake
By being able to cope with small displacement amplitude of the period,
The sensitivity of the earthquake sensor amplitude device can be increased. What
Note that if a lever is used as an amplifier, the lever
What is configured to transmit seismic force from
8.1.2.4.3. As in (2) above, which seismic force
Working in the same direction, the same sensitivity (withdrawal or compressive force)
Communication). (4) Earthquake sensor amplitude device with amplifier (Part 2)
Base type) and a shape that can be rolled well.
A concave insertion part such as a spherical surface or a mortar is provided at the top of the
A lever force point (for displacement amplification) is inserted. This
The fulcrum of the lever is just above the weight, and the point of action is
Wire rope cable rod on extension
Etc. are connected. This allows leverage during an earthquake
At the point of action, the displacement of the weight and the weight (and the concave insertion part)
The amount of displacement given by the rotation of the
Wire, rope, cable, rod, etc.
Operating sensitivity of the earthquake sensor amplitude device
Can be enhanced. In addition, the fulcrum of the lever can be rotated in all directions.
And the spherical surface of the insertion part of the weight into which the point of leverage enters
The tip of the lever follows the concave shape of a mortar, etc.
It can transmit seismic force from any direction. With this method
Is because the weight itself can roll freely.
There is no need to install a ball (bearing) below. 8.1.3. Interlocking type fixing device The fixing device is often required at two or more places.
If they are not unlocked at the same time, the structure is
The part where it is located is biased and twists. Interlocking
The actuated locking device solves that problem. 8.1.3.1. Interlocking operation type fixing device 8.1.1. Multiple Fixtures Including Shear Pin Fixation
The shear pin fixing pin breaks or breaks during an earthquake
Or the shear pin type fixed pin and the next fixed pin
Wire, rope, and cable connecting the lock member
・ Lodging rods, lock members become springs, rubber, magnets, etc.
The lock is released from the (second) fixing pin
By doing so, the interlocking operation is performed. this thing
Eccentric lock due to simultaneous unlock failure
In addition to preventing torsional vibration due to
Lack that several fixing pins are not always cut at the same time
Solve the point. 8.1.3.2. Interlocking locking device Locking of each locking pin consisting of multiple locking devices
The member locks or unlocks the locking pin in the direction
Installed so that it can slide, and lock members
Is wire, rope, cable, rod, release, etc.
In the event of an earthquake, one of the lock members
When operated in the direction to release the fixed pin, the other fixed pin
The locking members of the lock release the respective locking devices at the same time.
Interlock in shape. This causes simultaneous unlock failures
To prevent torsional vibration due to the eccentric locking state. (1) Earthquake sensor (amplitude) device equipped type 8.1.3.2. The interlocking fixed device
The weight of the sensor amplitude device can directly or
In the direction to release the fixing pin to one of the lock members
Works and unlocks other fixing pins by interlocking.
Eccentricity due to simultaneous unlock failure
Prevent torsional vibration due to locked state. (2) Shear pin type 8.1.3.2. In an interlocking type fixing device,
Shear pin type fixing pin locked and fixed to
The shear pin breaks or breaks during an earthquake
The fixing pin is moved by gravity or the force of spring, rubber, magnet, etc.
When it comes off, the notch / groove /
If the lock member is pushed out due to the shape of the depression,
And unlock other fixed pins
Eccentric lock due to simultaneous unlock failure.
To prevent torsional vibrations caused by shocks. 8.1.3.3. Interlocking type fixing device Consists of multiple fixing devices and locks the fixing pins.
A lock member with multiple lock holes locks each fixing pin.
Lock or slide in the unlocking direction
When the earthquake occurs, this locking member
When actuated in the direction to release, all fixing pins
Is unlocked. As a result,
Vibration due to eccentric locking due to failure to release lock
Prevent movement. (1) Earthquake sensor (amplitude) device equipped type 8.1.3.3. The interlocking fixed device
The weight of the sensor amplitude device can directly or
Acts on the lock member in the direction to release the fixing pin
All lock pins are unlocked at the same time
Due to the failure of simultaneous unlocking
Prevent torsional vibration caused by eccentric locking. (2) Shear pin type 8.1.3.3. In an interlocking type fixing device,
Shear pin type fixing pin locked and fixed to
The shear pin breaks or breaks during an earthquake
The fixing pin is moved by gravity or the force of spring, rubber, magnet, etc.
When it comes off, the notch / groove /
If the lock member is pushed out due to the shape of the depression,
All the fixed pins are unlocked at the same time.
Eccentric lock due to simultaneous unlock failure.
To prevent torsional vibrations caused by shocks. 8.1.3.4. Interlocking type fixing device Consists of multiple fixing devices and locks the fixing pins.
A lock member with multiple lock holes locks each fixing pin.
Lock or unlock in one direction around one point
It is installed so that it can rotate, and this lock
The member operates (rotates) in the direction to release the fixing pin
And all lock pins are unlocked at the same time
It is. This will result in a simultaneous unlock failure
Prevent torsional vibration caused by eccentric locking. (1) Earthquake sensor (amplitude) device equipped type 8.1.3.4. The interlocking fixed device
The weight of the sensor amplitude device can directly or
Rotate the lock member in the direction to release the fixing pin
And all the lock pins are unlocked at the same time.
Eccentric lock due to simultaneous unlock failure.
To prevent torsional vibrations caused by shocks. (2) Shear pin type 8.1.3.4. In an interlocking type fixing device,
Shear pin type fixing pin locked and fixed to
The shear pin breaks or breaks during an earthquake
The fixing pin is moved by gravity or the force of spring, rubber, magnet, etc.
When it comes off, the notch / groove /
Due to the shape of the depression, the lock member is pushed out, etc.
The lock member rotates and comes off, and all the fixing pins
Is unlocked, and simultaneous lock release
Prevents torsional vibration due to eccentric locking due to removal failure. 8.1.3.5. Interlocking type fixing device Consists of one or more fixing devices.
Electrical signals from the sensors allow all fixed pins to be
Is unlocked. This allows
Torsion due to eccentric locking due to simultaneous unlock failure
Prevent vibration. (1) The fixing pin itself is released by electricity 8.1.3.5. One in the interlocking operation type fixing device
Alternatively, the fixing pins themselves are released,
Vibration due to eccentric locking due to failure to release lock
Prevent movement. (2) Only the lock of the fixing pin is released by electricity 8.1.3.5. One in the interlocking operation type fixing device
Or a lock member that locks multiple fixing pins
Is released, and the fixing pin itself has a spring, rubber, magnet, etc.
Is unlocked by seismic force, etc.
Prevents torsional vibration due to eccentric locking due to failure
In addition, 8.1.3.5. (1)
The required power is smaller than the method of releasing the fixed pin itself.
It is feasible and can be realized with a simple mechanism. 8.1.4. Wind-actuated fixing device with seismic sensor Seismically-actuated fixing device with wind sensor (with seismic sensor)
A fixing device when the wind pressure becomes constant by the wind sensor
By being configured to lock the
Prevent danger from entering seismic isolation state due to small earthquake
It stops. 8.2. Wind-actuated fixing device The operating part of the fixing device operates only when wind is detected by the wind sensor
Then, the structure to be seismically isolated is fixed. Merits of this type
, 8.1. Large seismic force like a seismically activated fixing device
Regardless of the magnitude, it is possible to isolate all minute earthquakes
That is. 8.2.1. Wind sensor-equipped fixing device (general type) Normally, the structure to be seismically isolated is released,
Above a certain level of wind, wind speed and pressure due to sensor response
In such a case, the operating part of the fixing device is locked and seismically isolated.
To secure the wind, wind speed, wind pressure, etc. below a certain level.
Then, the lock of the operating part of the fixing device is released. this child
With this, seismic isolation is provided for all minute earthquakes except when wind
It becomes possible. In addition, we make wind sensor rotatable shape,
By making the mechanism always face upwind, all directions
Can respond to the wind. (1) Direct type 1) Fixed pin type fixing device 2) Connection member valve type fixing device 8.2.1. Fixed device with wind sensor (general type)
And use a wind sensor to detect a certain amount of wind, wind speed, wind pressure, etc.
Upon sensing, the working part of the fixing device is fixed directly, and
The operating part of the fixing device directly fixed
It is released. This ensures that all fines are
Seismic isolation is possible even for small earthquakes. (2) Indirect method (unlocked type) 8.2.1. Fixed device with wind sensor (general type)
And use a wind sensor to detect a certain amount of wind, wind speed, wind pressure, etc.
Upon sensing, the lock mechanism of the operating part of the fixing device is activated,
Further, when the value becomes lower than a certain value, the lock mechanism is released. this child
With this, seismic isolation is provided for all minute earthquakes except when wind
8.2.1. Than the direct method of (1)
The force required for operation is small and the mechanism can be simplified
You. 1) Lock valve system 8.2.1. (2) Indirect method (unlocked type)
Liquid, gas, etc. almost leak in the cylinder supporting the fixing pin.
Fixing pin with piston-like member that slides without
Opposite sides of the cylinder with the piston-like member
The end of the area where the ston slides) is a tube or
Connected by a groove or a hole is provided in the piston-like member
Liquid or gas extruded by a piston-like member
That there is an exit from the cylinder, etc.
And connect the other side of the cylinder with the piston-like member
Pipe or groove, a hole in the piston-like member,
Liquid and gas extruded by the ton-shaped member
A lock valve is provided at the exit or at all of them
The locking pin is locked by opening and closing the lock valve.
In conjunction with the wind sensor, the motor or electromagnetic
Activate the stone and close the lock valve (lock member).
And the mechanical force from the wind sensor
There is one that closes the lock valve (lock member).
The device can be made more compact. 2) Lock pin method 8.2.1. (2) Indirect method (unlocked type)
Lock the operating part of the fixing device
Lock pin inserted into notch / groove / dent (lock part
Material), and in conjunction with the wind sensor, the motor
-Also, operate the electromagnet etc.
Material) and mechanical force from the wind sensor
But this lock pin (lock member) is locked directly
And 8.2.1. (2) 1) Lock valve
Locking reliability can be expected compared to the system. 8.2.2. Wind sensor equipped type fixing device (hydraulic type) 8.2.1. In contrast to the general type, the wind sensor receives wind pressure
A wind pressure plate is provided, and the wind pressure is
Converted to hydraulic pressure, and linked to the fixing device at this hydraulic pressure
Type. Except for all small earthquakes except when wind
An earthquake is possible. (1) Direct type 1) Fixed pin type fixing device 2) Connecting member valve type fixing device 8.2.2. Wind sensor equipped type fixing device (hydraulic type)
The wind pressure received by the wind pressure plate provided on the wind sensor
When the pressure exceeds a certain level, this hydraulic pressure is converted to a hydraulic pump
Hydraulic pressure (directly with piston-like member)
Activate the operating part of the fixing device such as a pin to fix it.
When the wind pressure drops below a certain level, the hydraulic pump is linked with the wind pressure plate
Release the operating part of the fixed device directly
Is done. This allows all fine
Seismic isolation is possible until an earthquake. Also, oil that works with the wind pressure plate
Series between the pressure pump and the hydraulic pump that activates the fixing device.
Depending on the size of the
The degree can be adjusted. In other words, the hydraulic pressure linked with the wind pressure plate
Hydraulic pump to actuate fixing device for pump cylinder
The greater the sensitivity to wind forces. What
Make the wind pressure plate rotatable so that it always faces upwind
By adopting a mechanism, it can respond to winds in all directions. (2) Indirect method (lock release type) 8.2.2. Wind sensor equipped type fixing device (hydraulic type)
When the wind pressure received by the wind pressure plate exceeds a certain level, it is fixed.
The lock mechanism of the operating section of the device is activated, and
Then, the lock mechanism is released. This means that
Outside, it is possible to isolate all minute earthquakes.
8.2.2. Requires less work than the direct method of (1)
And the mechanism can be simplified. 1) Lock valve system 8.2.2. (2) Indirect method (unlocked type)
Liquid, gas, etc. almost leak in the cylinder supporting the fixing pin.
Fixing pin with piston-like member that slides without
Opposite sides of the cylinder with the piston-like member
The end of the area where the ston slides) is a tube or
Connected by a groove or a hole is provided in the piston-like member
Liquid or gas extruded by a piston-like member
That there is an exit from the cylinder, etc.
And connect the other side of the cylinder with the piston-like member
Pipe or groove, a hole in the piston-like member,
Liquid and gas extruded by the ton-shaped member
A lock valve is provided at the exit or at all of them
The locking pin is locked by opening and closing the lock valve.
The wind pressure received by the wind pressure plate provided on the wind sensor
The converted oil pressure works as a signal,
Activate the stone and close the lock valve (lock member).
The lock valve (lock member)
To make the device more compact.
Can be expected. 2) Lock pin method 8.2.2. (2) Indirect method (unlocked type)
Lock the operating part of the fixing device
Lock pin inserted into notch / groove / dent (lock part
Material), and in conjunction with the wind sensor (hydraulic
Oil pressure from the pump acts as a signal), the motor or
Activate the electromagnet etc. and remove this lock pin (lock member)
Locking force and mechanical force from the wind sensor (hydraulic
The hydraulic pressure from the pump)
), And both of them are locked.
(2) 1) Lock reliability is expected compared to lock valve system
it can. 8.2.3. Wind sensor-equipped fixing device (mechanical type) 8.2.1. For general type, from wind sensor to fixing device
Linking with wire, rope, cable, rod, etc.
Perform with more transmitted mechanical force (compression or tension)
Type. (1) Direct type 1) Fixed pin type fixing device 2) Connecting member valve type fixing device 8.2.3. Fixed device (mechanical type) equipped with wind sensor
When the wind, wind speed, wind pressure, etc. exceed a certain level,
The wire rope, cable lock
Is subjected to mechanical force (compression or tension),
Mechanical force acts as a signal to activate the fixing device,
The mechanism that directly locks the moving parts of the
Some lock the actuator by acting on the operating part of the contact fixing device.
In both cases, seismic isolation is possible up to all minute earthquakes except when wind is
It works. (2) Indirect method (lock release type) 8.2.3. Fixed device (mechanical type) equipped with wind sensor
When the wind, wind speed, wind pressure, etc. exceed a certain level,
Actuation of the fixing device by mechanical force linked to the reaction of the sir
Lock mechanism is activated, and when the pressure drops below a certain level,
The mechanism is released. This ensures that everything except the wind is
In addition to enabling seismic isolation for all small earthquakes, 8.2.
3. Requires less work than the direct method of (1).
Can be simplified. 1) Lock valve system 8.2.3. (2) Indirect method (unlocked type)
Liquid, gas, etc. almost leak in the cylinder supporting the fixing pin.
Fixing pin with piston-like member that slides without
Opposite sides of the cylinder with the piston-like member
The end of the area where the ston slides) is a tube or
Connected by a groove or a hole is provided in the piston-like member
Liquid or gas extruded by a piston-like member
That there is an exit from the cylinder, etc.
And connect the other side of the cylinder with the piston-like member
Pipe or groove, a hole in the piston-like member,
Liquid and gas extruded by the ton-shaped member
A lock valve is provided at the exit or at all of them
The locking pin is locked by opening and closing the lock valve.
When the wind, wind speed, wind pressure, etc. exceed a certain level,
Wire, rope, cable, rod, etc.
The mechanical force interlocked via the motor works as a signal,
-Activate the electromagnet, etc., and use this lock valve (lock section).
Material) and this mechanical force is directly
There is one that closes the lock valve (lock member).
The device can be made more compact. The wind sensor is wind
If you have a pressure plate, make the wind pressure plate rotatable and always
By adopting a mechanism that faces upwind, wind in all directions
Can respond to. 2) Lock pin method 8.2.3. (2) Indirect method (unlocked type)
Lock the operating part of the fixing device
Lock pin inserted into notch / groove / dent (lock part
Material), and a certain level of wind power, wind speed, wind pressure, etc.
The mechanical force linked to the response of the wind sensor
Working as a motor and an electromagnet
Lock pin (lock member)
Mechanical force from the sensor directly
Lock), and 8.2.
3. (2) 1) Lock reliability is lower than lock valve type
Can be expected. 8.2.4. Wind sensor-equipped fixing device (electric type) 8.2.1. For general type, from wind sensor to fixing device
This is a type that performs interlocking with an electric signal. Other methods
Freedom of control (timer etc.) and transmission mechanism (wiring etc.)
There are high advantages. (1) Direct type 1) Fixed pin type fixing device 2) Connecting member valve type fixing device 8.2.4. Wind sensor equipped type fixing device (electric type)
When the wind, wind speed, wind pressure, etc. exceed a certain level,
An electric signal is sent by the reaction of the
The actuator of the fixing device is directly operated by the heater or electromagnet
And fix it.
Seismic isolation is possible even for small earthquakes. Also, for timers, etc.
When the wind power drops below a certain level,
It is also possible to set the time until cancellation. (2) Indirect method (lock release type) 8.2.4. Wind sensor equipped type fixing device (electric type)
When the wind, wind speed, wind pressure, etc. exceed a certain level,
An electric signal is sent by the reaction of the sir
Lock mechanism is activated, and when it falls below a certain
The structure is released. This means that everything except the wind
Seismic isolation is possible up to the minute earthquake of 8.2.4.
The required work is smaller and the mechanism is simpler than the direct method (1).
Can be omitted. 1) Lock valve system 8.2.4. (2) Indirect method (unlocked type)
Liquid, gas, etc. almost leak in the cylinder supporting the fixing pin.
Fixing pin with piston-like member that slides without
Opposite sides of the cylinder with the piston-like member
The end of the area where the ston slides) is a tube or
Connected by a groove or a hole is provided in the piston-like member
Liquid or gas extruded by a piston-like member
That there is an exit from the cylinder, etc.
And connect the other side of the cylinder with the piston-like member
Pipe or groove, a hole in the piston-like member,
Liquid and gas extruded by the ton-shaped member
A lock valve is provided at the exit or at all of them
The locking pin is locked by opening and closing the lock valve.
When the wind, wind speed, wind pressure, etc. exceed a certain level,
The electric signal is sent by the reaction of the sir, the motor and the electromagnetic
Activate the stone and close the lock valve (lock member).
It can be expected that the device will be more compact. 2) Lock pin method 8.2.4. (2) Indirect method (unlocked type)
Lock the operating part of the fixing device
Lock pin inserted into notch / groove / dent (lock part
Material), and a certain level of wind power, wind speed, wind pressure, etc.
When it becomes, an electric signal is sent by the reaction of the wind sensor,
Activate the motor, electromagnet, etc.
Lock member), and lock the lock member in 8.2.4.
(2) 1) Lock reliability is expected compared to lock valve system
it can. 8.2.5. Wind generator type wind sensor equipped type fixing device 8.2.4. Wind sensor equipped type fixing device (electric type)
And the part corresponding to the wind sensor is a wind generator,
When the wind power, wind speed, wind pressure, etc. exceed a certain level, the wind power generator
The generated power, voltage, current, etc. actuate the fixing device.
The fixed device is activated when the value exceeds
Fix the structure and the structure supporting the seismically isolated structure
Things. This has the advantage of the electric type.
In addition, a device that does not require power supply equipment is possible. (1) General type (including direct type) 1) Fixed pin type fixing device 2) Connection member valve type fixing device 8.2.5. Wind generator type wind sensor equipped type fixed device
If the wind, wind speed, wind pressure, etc. exceed a certain level,
The power, voltage, current, etc. generated by the generator
If the value exceeds the value required for operation, the motor or
Activate the electromagnet, etc.
All minor earthquakes except when the wind is
Seismic isolation is possible up to. In addition, the timer
The operating part of the fixing device is released after
It is also possible to set the time until. (2) Indirect method (unlocked type) 8.2.5. Wind generator type wind sensor equipped type fixed device
If the wind, wind speed, wind pressure, etc. exceed a certain level,
Power, voltage, current, etc. generated by the generator are locked
Lock the operating part of the fixing device.
The lock mechanism operates, and when the pressure drops below a certain level, the lock mechanism is released.
Be excluded. This ensures that all fines are
Seismic isolation is possible until a major earthquake, and 8.2.5. (1)
The work required is smaller and the mechanism is simpler than the direct method.
Can be 1) Lock valve system 8.2.5. (2) Indirect method (unlocked type)
Liquid, gas, etc. almost leak in the cylinder supporting the fixing pin.
Fixing pin with piston-like member that slides without
Opposite sides of the cylinder with the piston-like member
The end of the area where the ston slides) is a tube or
Connected by a groove or a hole is provided in the piston-like member
Liquid or gas extruded by a piston-like member
That there is an exit from the cylinder, etc.
And connect the other side of the cylinder with the piston-like member
Pipe or groove, a hole in the piston-like member,
Liquid and gas extruded by the ton-shaped member
A lock valve is provided at the exit or at all of them
The locking pin is locked by opening and closing the lock valve.
When wind power, wind speed, wind pressure, etc. exceed a certain level,
The electric power, voltage, current, etc. generated by the
The value exceeds the value required to operate the electromagnet, etc.
Activate the electromagnet and close this lock valve (lock member).
Can be expected to reduce the size of the equipment.
You. 2) Lock pin method 8.2.5. (2) Indirect method (unlocked type)
Lock the operating part of the fixing device
Lock pin inserted into notch / groove / dent (lock part
Material), and a certain level of wind power, wind speed, wind pressure, etc.
Power, voltage, current, etc. generated by the wind power generator
However, the value exceeds that of operating the motor or electromagnet.
To operate the motor or electromagnet,
(Locking member), and 8.2.
5. (2) 1) Lock reliability is lower than lock valve type
Can be expected. 8.2.6. Interlocking wind-actuated fixing device.
Or a fixed device with a mechanism in which the lock members interlock
The operating part of the fixing device or the locking member
To secure multiple fixing devices at the same time.
It is configured to be. This causes the wind to start blowing
Then, the fixing device is fixed at the same time, and safety is achieved. 8.2.7. Installation of a delay device
When the operating part of the fixing device such as
Release is performed slowly. This allows the wind
As soon as the air begins to blow, the fixing device is fixed
Release of the fixing device even when wind power is subsiding
And take care to ensure that
Safety is achieved. 8.3. Fixed device installation position and relay interlocking operation type fixed device
8.3.1. General The fixing device is located at or near the center of gravity of the seismically isolated structure.
A structure that is installed in one or more places and is seismically isolated
In the case of two or more installations that are far enough away from rotation of the body
If so, the rotation is suppressed by wind sway or the like, and the rotation is stabilized. Only
However, the following problems apply to two or more fixed devices.
There is. In the case of an earthquake-operated fixing device,
If all cancellations have not been made and only one place has not been canceled
In particular, only one of the fixing devices in the peripheral position is released.
If this is not the case, this one fixing device will
There is a possibility of being eccentrically twisted and swung. That
Need to solve the problem. In the case of a wind-operated fixing device,
The fixing device is not fixed at all and only one place is fixed.
In particular, the fixing device at the center of gravity is not
When only one of the fixing devices is fixed
Centered around this fixed fixture position by wind force
Rotation occurs. We need to solve that problem. 8.3.2.2 Installation of 2 or more fixing devices In the case of earthquake-actuated fixing devices, simultaneous interlocking operation is desirable
However, simultaneous operation is difficult without electric interlocking,
7. In the case of two or more fixing devices installed in a position,
1.3. It is also difficult to adopt an interlocking type fixing device. Each fixed equipment
The above-mentioned problem can be solved by providing a difference in
You. (1) A seismic sensor with an amplifier that has been made as heavy as possible
Adoption of a shunting device In order to release several fixing devices at the same
The fixing pin must be released within the
Increasing the weight of the sensor amplitude device,
Align the cycle of the weight of the earthquake sensor amplitude device,
8.1.2.6.3. (3) Earthquake sensor with amplifier
The width of the seismic sensor
The problem can be solved by increasing the sensitivity of the device. Especially amplification
If used, amplify the drawn or compressed length
Depending on the rate, the pulling or compressing force is reduced,
It is necessary to allow for an increase in the weight of the weight. (2) Installation of fixing devices (sensitive / insensitive) When releasing multiple fixing devices during an earthquake,
Torsional vibration due to eccentric lock state due to unreleased even one
(Rotation due to eccentricity)
The fixing pin located must be released last. Center of gravity
Or a fixing device located in the vicinity, and a peripheral device
Set a difference in seismic sensitivity between the fixed device and the former, making the former less sensitive
By keeping the latter sensitive, the fixed pin release
Time can be controlled and located at or near the center of gravity
Release the fixed pin
To prevent rotation due to eccentricity and release multiple fixing devices.
Related problems can be solved. Regarding the sensitivity setting,
Notch / groove / dent of fixing pin into which lock member is inserted
Depth, sensitivity of the locking valve of the fixing device to earthquakes,
Adjust the weight of the earthquake sensor (amplitude) device,
Or, match the cycle of the earthquake sensor (amplitude) device with the earthquake cycle.
The setting can be made by giving or not matching. In addition,
In the case of a shear pin type fixing device, the
Adjust the degree. 8.2. The structure is seismically isolated in the wind
In the case of wind-operated fixing devices for fixing structures,
Peripheral positions other than the center of gravity (or near the center of gravity) of the structure to be
If the wind sensor sensitivity is low or the fixed pin type
In the case of installation, the fixing pin is set (= locked / fixed)
Position of the center of gravity of the structure to be seismically isolated by installing a pile fixing device
(Or near the center of gravity), the wind sensor
-Fixing device with high sensitivity or easy setting of fixing pin
The installation of multiple
Problems when not fixed, especially when the fixing device at the center of gravity is fixed
The fixed device at the peripheral position is not fixed
Is fixed when the wind is
It is possible to solve the problem that rolling occurs. 8.3.3. Relay interlocking type fixing device When installing multiple fixing devices and considering their simultaneous operation
The reliability is difficult for both mechanical and electrical
There was a part. Especially in the case of seismically operated fixing devices,
There must be no time difference between each device during operation, and
At least one (other than the device located at or near the center of gravity)
The problem, if not lifted, was significant. In contrast,
The relay interlocking type fixing device of
Instead of operating at the time, operate sequentially in the form of a relay
The operation of one fixing device is a condition for the operation of the next fixing device.
And by some time early in the earthquake,
In the case of simultaneous operation, which is to be released
Not only is the link more reliable, but also at the very end of the relay
Place a device located at or near the center of gravity, which
Release later to prevent rotation due to eccentricity.
Can be passed. 8.3.3.1. In case of seismically operated fixing device 8.3.3. Of the relay interlocking fixed devices, during an earthquake
In which the fixing device is released (using seismic force)
Yes, located at or near the center of gravity of the seismic sensor
Relay terminal fixing device to be installed, one or more
Relay intermediate fixing devices to be arranged at several places, and those devices
(Mechanical wire / rope /
Cable, rod, etc.). This device is
Before reaching a certain acceleration, the relay
Is to be released, but the
If any device is not
Since the fixing device near the building is also locked,
Equivalent condition is guaranteed, rotation problem due to eccentricity during earthquake
Has been resolved. 8.3.3.1.1. Relay intermediate fixing device 8.3.3.1. During relay in seismically operated fixed device
The interlocking device is directly connected to the seismic sensor amplitude device,
Relay first intermediate fixing device, relay second and subsequent intermediate fixing devices
Divided into two. 8.3.3.1.1.1. Relay intermediate fixing device (general) 8.3.3.1.1. In the case of a relay intermediate type fixing device,
Lay 2nd or later intermediate fixing device or relay terminal fixing device
Between the locking member and the fixing pin or between the locking pin and the fixing pin.
There is play between the insertion part. This is the first intermediate fixed relay.
Allow horizontal movement of seismically isolated structures after the release of the
The operation of the relay first intermediate fixing device causes
-Lock the intermediate fixing device and relay terminal fixing device
Release the lock members and operate these devices by seismic force.
It is to make it. During an earthquake, the earthquake sensor amplitude
Tensile force or compression caused by swinging device weight
Force is reduced by wire, rope, cable, rod, etc.
Release the lock of the fixing pin of the first intermediate fixing device.
And the seismic isolated structure is the second or more relay
Locking member for descending intermediate fixing device or relay terminal fixing device
Play between the fixing pin and the fixing pin and its insertion part
The horizontal movement occurs due to the play of the
Moving along the slope of a mortar-shaped insertion
As a result, the fixing pin comes out of the insertion portion and the fixing device operates. This
The movement of the fixing pin receiving the seismic force at
Built-in interlocking mechanism for tension or compression
Is converted to wire, rope, cable, rod, etc.
Releases the lock of the fixing pin of the second intermediate fixing device.
You. After that, the relay intermediate fixing device is released sequentially and finally
Release the relay terminal fixing device and set the relay interlocking operation type fixing device.
The operation of the entire device ends. Thus, the fixing of each fixing device
Unlocking of the fixed pin is performed by the previous fixing device (or ground).
Solution is performed by the operation of the
If any fixing devices are not removed,
Is not released, and the problem of rotation due to eccentricity during the earthquake is solved
Have been. Also, the force required to unlock the fixed pin is
Converted the seismic force received by the fixing pin of the previous fixing device
Because it is a relay, it does not weaken even if the relay advances,
Can be operated with the same force. 8.3.3.1.1.2. Relay intermediate fixing device (amplifier
Attached) 8.3.3.1.1.1. Relay intermediate fixing device (general)
In the interlocking mechanism built into the fixing device
Is fixed by adding an amplifier such as a pulley or gear.
The pin is inserted into the mortar or other insertion part where the fixed pin is inserted.
The small displacement caused by moving along the gradient
It can be amplified to the displacement and linked to the next fixed pin
It works. 8.3.3.1.2. Relay terminal fixing device 8.3.3.1. (Relay interlocking) For seismically operated fixed device
Relay end fixing device is located at the end of the relay
The device is placed at or near the center of gravity. This structure
As long as all surrounding fixing devices are not released,
A fixation device (relay end fixation) located at or near the heart
Is not released. Therefore, several fixing devices
During release, there is a bias in unfixed parts
Prevent torsional movement of seismically isolated structures that may occur
be able to. Also, the relay terminal fixing device has multiple systems.
Multiple relay-operated fixing devices
It is possible to have a lock member, but in this case,
Connection length of the relay interlocking type fixing device can be shortened.
Operation is ensured, and multiple lock members are all
If the lock is not released, the fixing device will not be released.
More safety can be expected. 8.3.3.1.3. Installation of delay device In the relay interlocking operation type fixing device, the relay intermediate fixing device
In the event of an earthquake, the installation of
After the moving part is unlocked, the moving part
Of the locking member (in the direction to fix the working part of the fixing device)
A delay device is required to delay the delay. This delay
Is the fixing device of the relay intermediate fixing device and the relay terminal fixing device.
Of the actuator or lock member of the
Between the weight and the interlocking mechanism of the intermediate relay fixing device immediately before
Wire, rope, cable, rod, etc.
Attached inside the fixing device. With this device, during an earthquake
The operating part of the fixing device, once released in
Avoid reentering before you know it
Can be. Hope for delay mechanism to gain time until the end of earthquake
However, it is not a problem if it takes about several seconds.
Details are 8.5. Described). 8.3.3.3.1.4. Tension limited transmission device By assembling two L-shaped members so as to hook each other.
Transmit only the tensile force and not the compressive force.
Things. By this mechanism, the operating part of the fixing device or
Is the weight of the lock member and the earthquake sensor (amplitude) device or
Motors or electromagnets operated by earthquake sensors
Interlocking mechanism of the operating member of the relay or the intermediate relay fixing device just before
Transfers only forces in the direction needed to operate the device between
Function can be realized. 8.3.3.1.5. Arrangement of relay interlocking operation type fixing device
Configuration The relay intermediate fixing device is installed around the seismic isolated structure.
And the relay terminal fixing device is
Installed at the center (or near the center of gravity). Each fixing device
The method of connection and interlocking is the earthquake sensor (amplitude) device J
First, connect and connect to the relay first intermediate fixing device in the peripheral part.
Activated, relay second and subsequent intermediate fixing devices (relay second ~
After being connected and linked to the (nth), finally,
Connected to and linked with the relay terminal fixing device Ge. Re
If there is only one intermediate fixing device for the relay,
The intermediate fixing device G-m1 is directly connected to the relay terminal fixing device G-
linked to e. The last terminal relay
When connecting and linking to a fixed device, transmission via multiple routes
In that case, the relay terminal fixing device
Of lock members are provided. This allows
For the seismically isolated structure, all the peripheral fixings are released.
First, the fixation of the center of gravity is released, and the rotational movement due to eccentricity
Without lifting, all fixing devices are released and seismic isolation
State can be reached. Also, if there is a fixing device that cannot be released
Even in the same way, avoid the state of causing rotational movement due to eccentricity.
Can be 8.3.3.2. In the case of wind-actuated fixing devices In the case of wind, the seismically isolated structure is first placed at its center of gravity.
The center of gravity of the structure that needs to be fixed and is seismically isolated
Make sure that the fixing device installed on the
You. In addition, the structure is seismically isolated after the wind power falls below a certain level.
When the body is released, the center of gravity of the seismically isolated structure
It is good to be fixed to the end in the position, the center of gravity
So that the fixing device installed on the device is released last.
I do. Due to this, the fixing device is not released at the same time
Even if there is, avoid the state that causes rotational movement due to eccentricity
be able to. 8.3.3.2.1. Relay intermediate fixing device Relay intermediate fixing device is directly connected to the wind sensor
Some are not directly connected, and the former are
Intermediate fixing device for relay 1
It is called a fixed device. Wind sensor or intermediate relay just before
The input interlocking section linked to the device and the next relay middle and end
It has an output interlocking unit that interlocks the end fixing device. Input link
When the wind exceeds a certain level, the wind sensor or
A command from the output interlocking unit of the relay
It works to fix the position and seismic isolation mechanism.
Is connected to the input interlock of the next relay intermediate / terminal fixing device.
When the wind exceeds a certain level, the next relay
Activate the input interlocking part of the intermediate / terminal fixing device to fix this
It plays the role of fixing the device and fixing the seismic isolation mechanism. this
The operation of multiple relay intermediate fixing devices is linked by a mechanism.
Can be done. 8.3.3.2.2.2. In the case of the relay terminal fixing device, the relay terminal fixing device is linked with the intermediate relay fixing device immediately before.
Only the input interlocking section that performs
Although it is not necessary, the relay intermediate fixing device can be output-linked
It is also possible to use the method without using the part. 8.3.3.2.2.3. Arrangement of relay interlocking operation type fixing device
Configuration First relay fixed to the wind sensor
The center of gravity of the seismically isolated structure
Beside), from the relay first intermediate fixing device to the peripheral part
The relay second intermediate fixing device installed in
・ It is linked. When the wind exceeds a certain level, the wind sensor
From relay to first intermediate fixing device, relay first intermediate fixing device
From relay to second intermediate fixing device (from center of gravity to peripheral
), And so on.
Next operation, seismically isolated structure and seismically isolated structure
The structure that supports is fixed. Conversely, the wind is below a certain level
When it comes to the relays in the peripheral area, from the second and subsequent intermediate fixing devices
Interlocking with the relay's first intermediate fixing device at the center of gravity, each fixing device
Are sequentially released, and the structure to be isolated and the structure to be isolated
Release the fixation to the structure supporting the structure. To this
The structure to be seismically isolated has its center of gravity fixed.
After the peripheral part is fixed and the peripheral part is released
Due to the release of the center of gravity, eccentric rotation occurs
The situation can always be avoided. 8.4. Fixing as wind sway suppression device / displacement suppression device
Device or damper 8.4.1. Fixing device as wind turbulence suppression device 8.4.1.1. Fixing device as wind sway suppressing device (1) Fixing device as wind sway suppressing device
When the structure and the structure supporting the seismically isolated structure shake
In the wind sway suppression device that suppresses the movement of
Insert the tip of the pin and fix the insertion pin to fix the fixing pin.
One of the inserts supporting the pin is seismically isolated.
A structure that supports a structure whose other is seismically isolated
And the insertion part for fixing the fixing pin is shaped like a mortar
Insert the fixing pin into the insertion part as a concave shape
To prevent wind and support the fixed pin.
For the input part, use a resistor to insert the fixed pin into the insertion part
Resistance (for example, fixing pin
The attached piston-like member leaks liquid, air, etc. in the cylinder.
A slide mechanism that slides directly to the piston-like member
A hole is provided or the piston-like member of the cylinder slides
Check that the ends of the area are connected by pipes or grooves,
The speed at which the ton-shaped member slides
Liquid that moves back and forth through holes or tubes by sliding members
It can be adjusted by viscous resistance of air or air). in addition
The slope of the concave part of the insertion part of the fixing pin
First resists the wind sway, but the fixed pin
When trying to lift, this time with a resistor (in this example
Now, the viscous resistance of the sliding mechanism
More) resistance. From the above, the wind sway
Be placed. (2) Fixing device as wind sway suppression device (with delay device)
G) Further, in addition to the function of (1), 8.5. Late
Use a roll-on device and do not resist seismic isolation during an earthquake.
Function can be realized. 8.5. To explain with an example of a delay unit, liquid and gas
With a piston-like member that slides almost without leaking
The speed at which the fixed pin moves in and out of the cylinder
Connect the ends of the range in which the piston-like member of the cylinder slides.
Opening between the pipe or groove and the hole provided in the piston-like member
This is set according to the area ratio.
When you get out of the cylinder
Can do so and does not hinder seismic isolation. In addition, wind sway suppression function
Is adjusted in the range in which the piston member of the cylinder slides.
A pipe or groove connecting the ends of the enclosure and a piston-like member
It is also possible by setting the ratio of the opening area to the
You. 8.4.1.2. Fixing device, central dent-shaped wind sway, etc.
Combination with control device 8.4.1. Fixing device as wind sway suppression device
And a fixing device, 8.7. Hollow shape in the center of the seismic isolation plate
Use one or both of the wind sway suppression devices.
To reduce wind sway and provide comfortable seismic isolation during an earthquake.
Wear. In particular, with one fixing device installed at the center of gravity, etc.
By using it, if only one fixing device is used,
Rotation around the installation point can be prevented, and
Than when all the wind sways are used with the device alone.
Seismic isolation performance can be improved. 8.4.2. Fixed device type damper Naturally, it also serves as a wind sway suppression device, but the displacement amplitude during an earthquake
Suppress. Further, the above 8.4. Common words throughout
However, water as a normal wind sway
A flat damper requires at least one in the XY direction,
With this device, one device can handle the XY directions. 8.4.3. Flexible member type connecting member damper With this configuration, a single damper in all directions is possible.
It will work. The damper may be placed horizontally or vertically.
In case of vertical installation, solve the problem of horizontal installation. Sand
30 to 50 years by being placed horizontally
During the period, there is a fear of oil leakage. like this
If the oil does not accumulate and leak out vertically,
Such problems disappear. 8.4.4. Fixing device for both damper One fixing device can be used for both the fixing device and the damper. Fixed
In order to place the device and damper at the center of gravity
Wanted to solve that problem. It can also be cheap
You. 8.4.5. Fixed pin receiving member shape and displacement type corresponding to displacement
This damper is used not only as a seismic isolation device but also as a general damper.
It can also be applied to 8.4.5.1. Fixed pin receiving member change type 8.4.5.1.1. Displacement suppression 1 By setting the shape of the fixed pin receiving member to concave,
Displacement can be suppressed on the outward path from the center of the displacement amplitude. Ma
In addition, by making the shape of the fixing pin receiving member convex,
Displacement can be suppressed on the return path from the center of the displacement amplitude during an earthquake.
You. Furthermore, the shape of the fixing pin receiving member is changed to an uneven (repeated) type.
By doing so, on the round trip from the center of the displacement amplitude during an earthquake
Displacement can be suppressed. V-shaped fixing pin receiving member
Shape, cylindrical surface, uneven (repeated) parallel
Mortar, spherical, irregular (anti-
In the case of a ring, it can handle earthquake displacements in all directions. Solid
A damper with a concave shape for the fixed pin receiving member and a damper with a convex shape
Together with the displacement from the center of the displacement amplitude during an earthquake.
The displacement can be suppressed in the round trip. Fixed pin receiving member
An irregular (repeated) damper with fixed pins
With a fixed pin receiving member with a convex shape
The shape of the par and the fixing pin that normally hits the fixing pin is concave
When used together with a damper having a pin receiving member
Displacement can be suppressed on the round trip from the center of the displacement amplitude during an earthquake.
Become something. 8.4.5.1.2. Displacement suppression 2 For a fixed device that also serves as a damper, or a fixed device type damper
In this case, the concave or convex form of the fixing pin receiving member is changed.
By changing the inclination according to the position,
It is possible to suppress displacement while suppressing acceleration.
You. Especially the concave or convex center, both concave and convex
The gradient becomes stronger as going from
Not only has the effect of restraining, but also achieves high seismic isolation performance. 8.4.5.2. Pipe-change type A damper corresponding to the displacement is provided by a pipe provided in the cylinder.
-The ability can be adjusted. 8.4.5.4. Cylinder groove change type It is easy to change according to the shape (size) of the cylinder groove.
It is possible to adjust the damper ability according to the position. 8.4.6. Damper or fixing device support Use a damper or fixing pin type fixing device as a sliding bearing.
By doing so, the problem of support can be eliminated and economics can be obtained. 8.5. Delay device 1) General When the operating part of the fixing device is released during an earthquake, promptly
During the earthquake, do not return to the fixed state or
There is a need for a delay device that causes the recovery to be delayed.
That is, the fixing device (including the relay interlocking operation type fixing device)
After the operating part of the fixing device is released during an earthquake,
When the operating part or lock member of the device returns to the fixed state
Requires a delay device to delay the delay. This delay
Can be attached to the working part of the fixing device itself or
・ Relay intermediate fixing device ・ Lock part of relay terminal fixing device
During the weight of the material and seismic sensor amplitude device or immediately before relay
Wire, rope,
Installed inside cables and rods or inside each fixing device
You. Fixing device released once during an earthquake by this device
Before the earthquake ends.
To return to the fixing position
Can be opened. Delay machine that earns time until the end of the earthquake
Although it is desirable to use a system that can take several seconds
No. 2) Hydraulic and pneumatic cylinder type cylinder and slide it through the cylinder almost without leaking liquid or gas.
Delay device comprising a member with a piston-like member
Is installed in the operating part of the fixing device, or
Lock members and seismic
Intermediate fixing device for the weight of or just before the sensor amplitude device
Or a wire rope cable
This piston is provided by providing it via a bull
To transmit tensile or compressive force to
Has been continued. Range in which this piston-like member slides
The pipe or groove connecting the ends of the cylinder
The pipe or groove and the hole are open.
This pipe or groove or piston with a difference in mouth area
One of the holes of the piston with the larger opening area
Open when the material is drawn into the cylinder, closed otherwise
Valve or a piston-like member
Exit path through which liquid, gas, etc. extruded out of the cylinder
And the liquid, gas, etc. extruded from the outlet path into the cylinder
There is a return route of another route to return, and an exit route and
The exit route with a difference in the opening area is large for the return route.
The return path is small, and the exit path contains a piston-like member.
Open when retracted into cylinder, otherwise closed
Is attached, and the return path is when the opening area is small.
Does not require a valve, but if a valve is provided,
Open when the member is pushed out of the cylinder, close otherwise
Valve, and, in addition, gravity and sometimes
This is because springs, rubber, magnets, etc.
In some cases, it serves to push the piston-like member out of the cylinder,
Also, the pipe and the pipe, groove, or path may be made of lubricating oil or the like.
May be filled with a liquid of the nature of this valve,
By providing a difference in the opening area, the operating part of the fixing device
Swiftly when entering the cylinder, slowly when exiting the cylinder
(Or vice versa depending on the installation direction).
This allows the actuating part of the fixing device or the locking member
Is immediately released, but the return (fixed) direction
Can provide a delay effect. 3) Mechanical type a) Escape wheel type It is an invention of an escape wheel type among mechanical delay devices. Escape
With a mechanism using a car and an ankle, this escape wheel
Are alternately engaged with each other, and the ankle is
Are combined so that they can reciprocate around the fulcrum of
Fixing device, relay intermediate fixing device, relay terminal fixing device
Weight of the lock member and the seismic sensor
The transmission force between the interlocking mechanism of the previous relay intermediate fixing device is
Or the operating force of the operating part of the fixing device
Work and become a rotational force.
When the car rotates one tooth, the first pawl turns the escape wheel
Ankle lifts power from escape wheel while holding down
Then, it moves around the fulcrum, and the second moment
Turn the wheel for one tooth and the ankle is the opposite of the previous one
Moves back to the initial state, and the first
It is a mechanism that stops the rotation of the wheel on one tooth. This
As a result, even if the escape wheel
Can be released according to a certain set time, and reverse rotation
Is not restrained, so the fixing device is fixed or unlocked
Forces can be transmitted without being restrained, and
Delay effect on the locking or locking force of the locking device
Can be given. b) Ratchet type This is a ratchet type invention among mechanical delay devices. weight
There are two types: weight resistance type, water turbine type and windmill type viscous resistance type.
It is a mechanism that mainly uses gears and racks. This delay device
Install it in the operating part of the fixing device, or fix it between the fixing device and the relay.
Locking member of fixed device and relay terminal fixing device and earthquake sensor
-The weight of the amplitude device or the connection of the intermediate relay fixing device immediately before
Or a wire / rope / cable
・ Attach to this rack by providing it via a rod, etc.
Connected to transmit tensile or compressive force.
You. Depending on the direction of movement of this rack, the fixing device
Gear or rack teeth for the unlocking direction.
Do not engage, the rack moves freely without resistance,
In the opposite direction, the teeth mesh and the gear rotates
It has become. Also, when the teeth rotate and the gears rotate
When moving the rack, the weight type weight resistance type gears
The self-weight of the water wheel / wind turbine type viscous resistance type
Rotated in conjunction, immersed in viscous liquid (gas)
The load given by devices such as water turbines (windmills)
It is becoming. This mechanism secures the fixing device.
Force in the direction to release or unlock
And lock or lock the fixing device
Directional forces can have a retarding effect. c) Gravitational type This is a gravity type invention among mechanical delay devices. Gear and gear
This is a mechanism using a hook and a weight. This delay device is
Installed in the operating part of the device, or a fixing device / relay intermediate fixing device
・ Locking member of relay terminal fixing device and earthquake sensor amplitude
Interlocking mechanism of the intermediate weight of the relay or the relay immediately before the device
Or wire rope, cable, or cable
To the rack, etc.
Connected to transmit force or compression. weight
Is linked to the movement of the rack via gears,
Is fixed or locked in the direction of rack movement.
There is no resistance to the direction in which the lock is released.
The side that assists in rolling), the direction in which the fixing device is fixed or locked
It is designed to be a resistance to this
How to unlock or lock the fixing device by the mechanism
Direction can be transmitted without restraint, and
Delay effect on force transmission in the direction of fixing or locking
Can be given. 4) Friction type It is an invention of a friction type delay unit. Piston-like member and its insertion
A delay device consisting of a cylinder is provided in the operating part of the fixing device,
Fixing device, relay intermediate fixing device, relay terminal fixing device
The weight of the lock member and the seismic sensor
Install it between the interlock mechanism of the relay
For installation via wire, rope, cable, rod, etc.
The piston-like member is subject to tension or compression
Connected to transmit force. This piston-like member
And inside one or both of the insert tubes
Surface members that provide different resistance to the direction of member movement
Is affixed. This surface member depends on its shape.
Or by a mechanism using a spring, etc.
Different resistances are given to the direction of movement of the shaped member. This machine
Direction to fix or unlock the fixing device depending on the structure
Force can be transmitted with small resistance and
Provides high resistance to force in the direction of fixing or locking
This mechanism can be used as a delay
Can be. 5) Path detour type This is an invention of a path detour type delay device. Rotating mandrel as axis
A cylindrical piston-like member that rotates freely and is inserted
A delay device consisting of a cylinder that is
Or fixed device, relay intermediate fixed device, relay terminal fixed
The lock member of the device and the weight of the seismic sensor amplitude device or
Provide between the interlock mechanism of the relay intermediate fixing device immediately before
Or via a wire, rope, cable, rod, etc.
The piston-like member has a tensile force
Or connected to transmit a compressive force. This fixie
A straight line parallel to the moving direction is provided on the surface of the
Of a loop consisting of a curved line connecting both ends of the straight line
The guide has a pin that fits into the groove of this guide on the cylinder.
When the piston-like member moves, this pin and
The piston-like member is guided and rotated by the guide.
Such a mechanism. As the piston moves,
The direction that the tool moves along the guide is from a straight line to a curved line
In one direction, because of the mechanism that does not return,
The difference in the extension distance from the curved part and the curved part
Depending on the direction of movement of the piston
And can provide different resistances. This mechanism
Force in the direction to lock or unlock the locking device
Promptly transmit without receiving resistance, and
Can give a large resistance to the force in the locking direction.
The transmission of that force can be delayed
Therefore, this mechanism can be used as a delay device. 6) Viscous resistance type This is an invention of a viscous resistance type delay device. Gears and racks and waterwheels
This is a mechanism using a device such as a (windmill). This delay device
Install it in the operating part of the fixing device, or fix it between the fixing device and the relay.
Locking member of fixed device and relay terminal fixing device and earthquake sensor
-The weight of the amplitude device or the connection of the intermediate relay fixing device immediately before
Or a wire / rope / cable
・ Attach to this rack by providing it via a rod, etc.
Connected to transmit tensile or compressive force.
You. This device such as a water turbine (windmill) is used for a viscous liquid (gas
Body) to each rotation direction corresponding to the rack movement direction
In addition, it is a mechanism that receives viscous resistance of different magnitude. So
This causes the rack to unlock or lock the locking device.
Moves with little resistance in the direction to remove
However, moving in the opposite direction is subject to great resistance. This
Mechanism to unlock or lock the locking device
Directional forces can be transmitted without restraint and fixed
The force in the direction of fixing or locking the device has a delay effect
Can be obtained. 7) Delay device with sensor seismic isolation plate Fixed device with seismic sensor amplitude device or combined with damper
In the fixed device equipped with the earthquake sensor amplitude device for
The shape of the sensor seismic isolation plate of the weight of the sensor
Once the water has passed over the sensor (deep peak)
The surface has a flat surface, and the sensor is isolated from that surface
Return route (road) with a return slope toward the center of the dish
Or toward the center (normal position)
Central part of sensor seismic isolation plate with concave shape as a whole
Spiral peaks or valleys (grooves) toward (normal position)
To form a spiral ridge or valley,
Return slope along the valley toward the center (normal position)
By providing a return route (road) with
Delays the return of the weight (ball) of the earthquake sensor amplitude device.
It is to extend. Unlike the above 1) to 6), earthquake
Delays the return of the weight itself of the sensor amplitude device
And 8.1.2.2.5. Also used for (lock) valve type
It is possible, and the amplitude device of the seismic sensor that also serves as the damper
It is particularly useful for mounted fixtures. I mean,
For a fixed device equipped with an earthquake sensor amplitude device that also serves as a damper
If necessary, return the fixing pin or the piston-like member of the connecting member.
Piston shape because it is necessary to give a damper effect quickly
The mechanism is such that the members quickly return to the normal position.
The sensor weight returns to the normal position (center) and the valve closes
Seismic isolation suddenly brakes when locked
Such an earthquake sensor amplitude device
It was desired to have a device that delayed the return of the weight itself.
(1) to 6) above are difficult). 8.6. The shape of the fixed pin insertion part and the shape of the fixed pin Regardless of where the residual displacement occurs after the earthquake,
Fixing function of seismically isolated structure by fixing pin works
In addition, the range that can be fixed by the fixing pin
By setting the same range as the residual displacement
Residual displacement can be dealt with. Concave shape such as mortar
It is also possible to invite them to return to the stop point before the earthquake
You. The shape of the area where this fixing pin can be locked
Surfaces, mortars, shapes with a lot of uneven friction, etc.
Can be When selecting a mortar shape or the like, 8.
1.2.2.3. Type equipped with earthquake sensor (amplitude) device
By choosing the method with a dynamic restoring fixation device,
It is also possible to return to the position. Also, up and down, that is, exempt
A structure supporting the structure to be shaken and a structure to be isolated
The lower fixing pin is raised and the upper fixing pin is
The fixed pin goes down, and the upper and lower
Double seismic isolation plate seismic isolation when considering the fixed pin intermediate sliding part sandwich type
It can be used for equipment and sliding bearings to reduce residual displacement after an earthquake.
Almost half the size of a concave shape such as a mortar as a countermeasure
And the fixing pins come out from the top and bottom respectively
The protrusion of the fixed pin can be reduced, and the movable dimension of the fixed pin can be reduced.
It can be made smaller,
The load on batteries can be reduced, and operation using only seismic force is considered.
Even in the case of a small earthquake, operation in a small earthquake is facilitated. 8.7. Central dent-shaped wind sway control device for seismic isolation plates
8.7.1. The central part of the seismic isolation plate has a sliding part, an intermediate sliding part, a ball,
Is in the shape of a roller, in the shape of a recess,
Seismic isolation device constituted by having formed seismic isolation plate
・ It is a sliding bearing that suppresses wind sway and is simple.
It is a device for suppressing wind sway and the like. Seismic isolation performance during an earthquake
In the event of an earthquake, the central sliding section, intermediate sliding section,
Rolls or rollers may get in
Is that the earthquake moves in all directions
Not so much. Especially when the central hollow diameter is small
Are those who have a low probability and do not degrade the seismic isolation performance
Is the law. 8.7.2. Rolling and sliding bearings that take into account the pressure resistance performance Also, the center of the seismic isolation plate slides on its surface.
Section, intermediate sliding section, ball or roller curvature shape
Depressing (depressing) is like a general middle and high-rise building
When its own weight is large, the effect of increasing the pressure resistance
Has the effect of wind sway prevention. 8.7.3. Combined use with a fixing device Combined use with a depressed wind sway suppression device in the center of this seismic isolation plate
To reduce the number of fixing devices to be installed.
Can be. Especially combined with one fixing device (center of gravity etc.)
Can occur when only one fixing device is used
The rotation of the seismically isolated structure due to the wind
It is prevented by a wind sway suppression device, and this fixing device
In order to share the wind pressure load, this central hollow
Only when all wind sway is to be handled only by the sway control device
Therefore, seismic isolation performance can be improved. 8.8. Combined use of a mortar on the bottom spherical surface and other peripheral parts
8.8.1. Mortar on bottom spherical surface and other peripheral parts
Combined seismic isolation plate of gravity recovery type seismic isolation device and sliding bearing (slip rolling bearing)
As the concave sliding surface of the seismic isolation plate, the residual displacement after the earthquake is small.
No resonance phenomena due to no natural period
A mortar is preferable, but considering the wind resistance, a mortar
It is necessary to increase the shape gradient. In that case, a small
It is difficult to withstand earthquakes.
Vibration caused by vertical movement of sliding parts etc.
The impact increases, making it difficult to obtain a smooth seismic isolation. There
And, it is smaller than making the bottom of the center of the mortar spherical.
Earthquakes can be isolated from earthquakes.
Eliminates the impact of passing through the corner bottom
Seismic isolation becomes possible. Ball rolling on a mortar-shaped sliding surface
In particular, the effect is remarkable in the case of
Is effective even in a configuration in which the spherical intermediate sliding portion slides.
The natural period of the sphere at the bottom of the mortar is
By doing so, resonance occurs at the time of a small acceleration in the early stage of the earthquake
Occurs, and from that stage it is possible to shift to the seismic isolation state.
You. Sliding parts escape from the spherical area and reach the mortar
If so, this resonance phenomenon is quickly attenuated. By this
The initial sliding acceleration of seismic isolation can be kept low. 8.8.2. Combined use of microvibration fixing device at center of gravity However, 8.8.1. The bottom of the mortar is spherical as described in
, The sway occurs even in a small wind within the range of the spherical surface
(Although the amplitude above the spherical portion on the bottom surface is suppressed).
Therefore, it was necessary to prevent the rocking by micro-vibration within the spherical part on the bottom.
For this purpose, the fixing device, in particular 8.2. Wind-operated fixing device
(Locked during normal times and unlocked during an earthquake
Fixing device) at or near the center of gravity of the seismically isolated structure
When used together, it will not sway in small winds. You
If the ball rolls on a bowl-shaped sliding surface,
The effect is remarkable, and the mortar-shaped sliding surface is
Even in the case of a sliding configuration, there is an effect. 8.9. Double (or more than double) seismic isolation plate
Wind sway fixed by bearings Double (or more than double) seismic isolation plate seismic isolation device, sliding bearing
Use (see 4.) to provide wind sway fixing effect
You. The middle sliding part is located at the bottom of the concave seismic isolation
When it is in the normal stop position other than
Of the double-isolated plate in contact
If they do not touch each other, make an edge around
T) to generate friction and deal with wind sway, etc.
When an earthquake of a certain magnitude or more occurs, the intermediate sliding part
However, if it is shifted from the bottom of the concave seismic isolation plate,
The plate rises and the upper and lower seismic isolation plates stop touching,
Friction that reduces seismic performance will not occur. In addition,
Double (or more than double) seismic isolation plates with the entire circumference of the seismic isolation plates in contact
In the case of seismic isolation devices and sliding bearings, the interior of the seismic isolation plate
It is always closed, except for evaporation of lubricant and exposure to rain
Due to accumulation of dust, etc., and exposure to air, etc.
The friction performance of the sliding surface, etc.
You. 8.10. Combination of manual fixing device (1) Combination of manual fixing device In the case of laminated rubber, etc.
Seismic isolation plate with gentle slope such as concave shape such as surface or mortar
In order to improve seismic isolation performance in the case of bearings with
I want to increase the natural period, but the sway will occur during strong winds.
U. In such a case, the seismic isolation
Fix the structure and the structure supporting the seismically isolated structure
By using one or more fixing devices together, a high
Realizes seismic performance and suppresses shaking in strong winds. Note that
Even in such a case, there is no need for a manual fixing device for strong winds.
Safety in strong winds must be guaranteed. (2) Combined use of automatic release fixing manual type fixing device The above manual type fixing device is released after strong wind
Device that automatically releases the fixing device in case of an earthquake even if you forget
Invention of the seismic isolation structure in which it was adopted.
You. 8.11. Dealing with residual displacement after earthquake 8.11.1. Correction of residual displacement of sliding type seismic isolation device. Sliding type seismic isolation device where it was difficult to correct residual displacement after earthquake.
Liquid on the sliding / rolling friction surface of the seismic isolation plate.
The groove lubricated by the lubricant and the liquid in the groove outside the seismic isolation plate
Holes for lubrication are provided and volatile liquid lubrication after an earthquake
Pour the agent through these holes to reduce frictional resistance in the short term.
This makes it easier to correct residual displacement after an earthquake.
Wear. Volatile liquid lubricants as soon as possible after straightening
Volatilizes to the original resistance to wind sway, etc.
Choose one. 8.11.2. Gravity restoration type seismic isolation device, seismic isolation plate with sliding bearing
Shape of gravity-restoring seismic isolation device and shape of seismic isolation plate for sliding bearing
Is made in a mortar shape so that sliding parts
And the residual displacement after the earthquake can be reduced. 8.12. Combination of fixing devices, etc. to prevent wind sway
Use a combination of the wind sway measures described above
By doing so, it exerts more than a single effect. (1) Fixing device at the center of gravity and sliding bearing at the periphery
(And) Combined use with bite bearings Fixing device at or near the center of gravity of the seismically isolated structure
(8.1. Seismically operated fixing device, 8.2. Wind operated fixing device
Equipment) in at least one location and around the seismically isolated structure
Friction generating devices such as sliding bearings or (and) bite bearings
By disposing (8.7.), It is possible to cope with wind sway. You
For friction generating devices such as sliding bearings and / or bite bearings
The seismic isolation performance deteriorates, and the fixing device alone
As a countermeasure against rotation of the relay (8.3.
3. Etc.), but this mechanism is not simple
A friction generating device such as a fixing device and a sliding bearing on the periphery
Or both (and) bite-in
By sharing at an appropriate rate, friction such as sliding bearings is generated.
Seismic isolation over raw devices and / or bite-bearing only
Performance can be improved and only one fixing device is required
Therefore, maintenance is easy and simplification can be achieved. (2) Earthquake-operated fixing device at the center of gravity and wind-operated type around the center
Combined use with a fixing device
At least at one location and around the seismically isolated structure
By arranging at least one wind-actuated fixing device,
It is possible to suppress the rotation of the center of gravity in the wind. (3) Earthquake-operated fixing device at the center of gravity and wind operation at the periphery
Between the mold fixing device and the sliding bearing or (and) the bite bearing
Combination 8.12. In addition to the case of (2), friction is generated from sliding bearings
Simultaneous placement of raw equipment and / or bite-in bearings
Thus, it is possible to suppress rotation about the center of gravity in the wind. (4) A fixing device at the center of gravity and a manual fixing device at the periphery
Fixing device at or near the center of gravity of the seismically isolated structure
(8.1. Seismically operated fixing device, 8.2. Wind operated fixing device
Equipment) in at least one location and around the seismically isolated structure
At least one manual fixing device (8.10.)
By doing so, it is possible to suppress rotation on the center of gravity axis in wind
become. When the wind begins to blow about the manual fixing device
(If you start to shake again)
Fix the structure that supports the structure with electricity, etc., from inside the room.
Devices are also conceivable. (5) Automatic release fixed manual type fixing device and automatic release automatic restoration
Combination with mold fixing device Regarding (4), 8.10. (2) Automatic release fixed manual type
If a fixing device is used, the automatic release fixing
The device is installed at or near the center of gravity of the seismically isolated structure.
Fixing device (8.1. Seismically operated fixing device, 8.2.
(Wind-actuated fixing device)
Hand-held fixing device that is highly sensitive to earthquakes, ie during an earthquake
By installing a manual fixing device that is easily released
In the event of an earthquake,
Caused by delayed release of the manual locking device
The problem of moving movement is eliminated. (6) Fixing device at the center and anti-rotation / torsion device at the periphery
With one fixing device, the rotation at the time of wind around the fixing device
Can not stop. The center of the structure that is isolated from the fixing device
In addition, the periphery of the structure that is seismically isolated from the rotation and torsion prevention device
And place it. This prevents wind sway with a single fixing device
Can be stopped. (7) Arrangement of multiple non-interlocking fixing devices and rotation / torsion
Combination with prevention device Arrangement of multiple non-interlocking fixing devices and 10.1. Rotation
・ By using together with the twist prevention device, wind sway in the wind
Increase the safety of restraint, and do not release the fixing device at the same time during an earthquake.
Instability caused by seismic isolation
Resolve. 8.13. Seismic isolation lock for wind (Seismic isolation lock for steady strong wind areas)
8.13.1. Seismic isolation lock 1 for wind (for steady strong wind areas)
In the case of a light-weight structure such as a detached house, an earthquake
If it becomes seismically isolated at the time of
Damage swayed by the wind is greater than relief from harm
Often become. Weight suction valve type seismic sensor
The fixed device equipped with a width device solves the problem of seismic isolation in wind.
Resolve. 8.13.2. Seismic isolation lock 2 for wind (for steady strong wind areas)
Seismic isolation lock) Fixed device with weight suction valve type earthquake sensor amplitude device
Setting and bite bearing (see 8.7, ball type, roller
Type) is used in combination with 8.13.1. Wind-time exemption
From the invention of Seismic Lock 1, release of the (lock) valve during an earthquake
Give certainty. 8.13.3. Seismic isolation lock 3 for wind (for steady strong wind areas)
Seismic isolation lock) 8.1.2.2.5. (Lock) valve type earthquake sensor
Lock valve (lock valve pipe, switch
The direction in which the valve comes out (incl.
Direction).
Directly and indirectly, by pressure, the weight acting as an earthquake sensor
Lock the seismic sensor by working in the pushing direction,
Lock the fixing device to enable seismic isolation lock in wind
I have. 8.14. Pile breakage prevention method Base structure of superstructure (seismically isolated structure, ground structure) and pile
The foundation and the base are structurally cut off, and the space between the two
Break due to a certain level of seismic force
It is constructed by connecting with fixed pins that can be cut
is there. As a pillar support for the foundation, prevent the pillar from coming off
A support plate larger than the pillar that raised the surrounding area will be installed.
This support plate is only used to prevent pile breakage.
The shape may be flat, concave, such as a mortar or spherical surface.
It may be a plane. Similarly, the material of the base contact part such as pillars of the superstructure
Concrete can be used only to prevent pile breakage.
Also, the shape is a trapezoidal cone or a sphere that is symmetrical to the base even if it is flat
Or a curved convex surface. Also, the fixing pin, like the shear pin,
An incision may be included. With this construction method,
Prevention of pile destruction by seismic force and seismic force acting on superstructure
Can be alleviated. Also, this construction is
Structure. 9. Support for buffer / displacement suppression and pressure resistance improvement 9.1. Bearing with cushioning material Rubber or other elastic material or cushioning material can be used for seismic isolation devices such as seismic isolation plates.
Around the edge of the bearing,
Sliding part or intermediate sliding part, etc., around its bearing with respect to the width
It is handled by colliding with the elastic material or the cushioning material. The invention
Is less expensive than a hydraulic damper and the like, and
There are few maintenance problems, no need for adjustment,
Stable seismic isolation performance is obtained even with eccentric loads. 9.2. Elastic / plastic bearings Seismic isolation plate and sliding part that slides on the surface of the seismic isolation plate, intermediate sliding part,
Seismic isolation device composed of balls or rollers
・ For sliding bearings, elastic or plastic materials are applied to the seismic isolation plate surface.
By laying or adhering, the slip of the seismic isolation plate
Pressure resistance to parts, intermediate sliding parts, balls or rollers
Performance and the response displacement during an earthquake can be suppressed. (1) Improvement of pressure resistance a) Basic type An elastic or plastic material is laid or adhered to the seismic isolation plate surface.
By sliding part, intermediate sliding part, ball or roller
ー 食 弾 性 食 皿 こ と 食 食 食
To prevent slippage of the seismic isolation plate,
To improve the pressure resistance of rollers or rollers.
You. Of course, it also has a displacement suppressing effect. b) Elastic or plastic material bearing with ball biting hole Sliding part, intermediate sliding part, ball or roller, earthquake
In the normal position (center) except when
Drill holes in the elastic or plastic material. This is especially for sliding parts
Load such as fatigue of elastic material due to constant pressure
It is to reduce. This method improves the pressure resistance performance
The seismic isolation performance during seismic isolation
Prevent shaking. Allow more space in this hole than the size of the sliding part etc.
When seen, the seismic isolation performance at low acceleration was also improved.
You. The following (2) b) mortar-shaped elastic / plastic material spread
A similar configuration can be adopted for the bearing. (2) Suppression of displacement a) Basic type Elastic or plastic material should be laid or adhered on the base isolation plate surface
This makes it possible to respond to the suppression of response displacement during an earthquake. b) Elastic / plastic laying support laid over a certain displacement Elastic or plastic laid or adhered to the seismic isolation plate
However, it extends over a certain range from the center of the sliding surface of the seismic isolation plate.
By responding, we can respond to the suppression of response displacement during an earthquake
Enable. c) Mortar-shaped elastic or plastic material laid Elastic or plastic material to be laid or adhered to the seismic isolation plate surface
Into a concave shape such as a mortar or spherical surface.
The response displacement at the time can be suppressed. Of course, a) c)
In both cases, the pressure resistance of the seismic isolation plate 3 is also improved. 9.3. Displacement suppression device By increasing the friction between sliding members
To suppress the displacement amplitude of the earthquake,
One is to be seismically isolated and the other is to be seismically isolated.
Response changes during an earthquake by being provided on the supporting structure
Enables suppression of the position. 9.4. Collision impact absorbing device Structure to be isolated and structure to support the isolated structure
The body is impacted by an earthquake with an unexpected displacement amplitude.
To prevent the impact of collision.
It is an invention to relax. Regarding the method of the collision mitigation,
Elastic material with low coefficient of restitution, not in the form of elastic rebound
Buckling deformation (buckling deformation type) using (low resilience coefficient type)
Use plastic deformation (plastic deformation type) or use plastic material
By doing so, it is desirable to minimize rebound.
Because it does not disturb the seismic isolation vibration after the collision
This is because collision can be alleviated. (1) Low restitution coefficient type Structure to be seismically isolated and structure to support the structure to be seismically isolated
Place a cushion or elastic material with low coefficient of restitution at the point of collision with the body.
Is provided to absorb the impact at the time of collision. (2) Buckling deformation type Structure to be seismically isolated and structure to support the structure to be seismically isolated
The slender body where the elastic material buckles at the position where the body collides
By providing an elastic material that is higher than the ratio, the buckling of the elastic material
Absorbs the impact of a collision. (3) Plastic deformation type Structure to be seismically isolated and structure to support the structure to be seismically isolated
At the position where the body collides, place a cushioning material that plastically deforms at the time of the collision.
The shock at collision can be absorbed by providing
You. (4) Rigid member sandwich type Structure to be seismically isolated and structure to support the structure to be seismically isolated
At the position where the body collides, first, a surface larger than the collision area
Providing a rigid member with a product
A buffer that spreads the force and has at least the spread area
Providing materials, elastic materials, and plastic materials to absorb impact force. This one
The law greatly improves the ability to absorb shocks,
In addition, it is possible to reduce the area of the seismic isolation plate. 9.5. Two-stage seismic isolation (sliding / rolling seismic isolation + rubber, etc.)
Seismic isolation / damping / buffering) Sliding or rolling isolation up to a certain displacement
If the displacement is exceeded, elasticity, damping and cushioning materials such as rubber
By seismic isolation / damping, slip / roll type seismic isolation
Solves the problem of exceeding the allowable displacement of the seismic isolation plate during an earthquake
Is what you do. 9.6. Two-stage seismic isolation (sliding / rolling seismic isolation + friction change
・ Gradient seismic isolation / damping) Sliding or rolling seismic isolation up to a certain displacement,
Exceeding that displacement will increase the friction on the sliding surface of the seismic isolation plate.
Or increase the gradient or increase the friction and
By increasing the slope or seismic isolation / damping,
Allowable displacement of seismic isolation plate during an earthquake with sliding / rolling type seismic isolation
It is to solve the problem when exceeded. 10. Rotation and torsion prevention device The problem that rotation with wind power cannot be stopped with a single fixing device
Speed ratio of spring type restoring device / oil damper of layer rubber
When the center of gravity and the center of rigidity are shifted by using the example damping device
Torsional vibration of a seismically isolated structure (one fixing device)
Rotation and twisting around
Solved by installation of equipment. Installation of fixing device
Use a rotation and torsion prevention device so that only one piece is needed.
Not used, that is, when fixing devices are installed at multiple locations.
Time lag between release and insertion of fixing device
No more worries. In addition, the number of fixing devices
Because it requires less, it is more economical than installing many
Is advantageous. In addition, multiple fixed devices that are not linked
When used together with the rotation and torsion prevention device,
To reduce wind sway and increase the safety
Prevent rotation and twisting of instability due to seismic isolation when not released
Solve by device. The rotation and torsion prevention device is
One device, in addition to rotation / torsion prevention function, seismic isolation restoration function
And pull-out prevention function.
Since the structure is simple, economical and maintenance aspects
It is advantageous. 11. Combinations of seismic isolation devices and material specifications 11.1. Combination of seismic isolation devices to prevent torsion during seismic isolation
In order to spread seismic isolation to all buildings, especially detached houses,
Only seismic isolation devices of the same performance are installed at each support position, and seismic isolation
Variety of fixed structures and fixed load forms
The challenge was to make it possible to deal with the problem. So
It uses a spring type restoring device or a viscous damping device
If so, is the structure seismically isolated at each location
If the stresses due to these loads are different, the same performance
This is because twisting occurs without clean seismic isolation,
The adjustment was difficult. Furthermore, compared to the fixed load
Lightweight detached houses, such as wooden ones, which are greatly affected by the loading load
Was especially difficult. The following invention solves it
Things. (1) Sliding bearing, friction-type damping / suppression device, and gradient-type restoring slide
Use of bearings For seismic isolation, restoration, damping and suppression, use sliding bearings (slides).
Bearings, rolling bearings) and mortars or spherical surfaces
Sliding bearings with good restoring performance (gradient-type restoring sliding bearings
U), and by using only the friction type damping / suppression device.
Shape of the structure that is seismically isolated
Condition, fixed load / loading load patterns are varied (deformable
State, deformed plane, and eccentric load form)
The same performance as the restoring / attenuating devices installed in various parts of the structure
Equipment, that is, a single performance device.
You. (2) Use of fixed pin type fixing device For wind sway fixing, fixed pin which has no resistance at the time of seismic isolation
Mold fixing device (excluding pin type (fixing pin) of connecting member system)
By being composed only by using
The form of the seismic isolated structure, fixed load and load form change.
In the case of high degree of deformation (deformed form, deformed plane, eccentric load form)
Even if there is, restoration and
Use a damping device of the same performance, that is, a single performance device
And make it possible. (3) Combined use with anti-rotation and torsion devices.
Using a damper, damper, etc., with a large eccentricity)
But 10. When used in combination with the anti-rotation /
Problem is solved. 11.2. Combination of seismic isolation devices to prevent resonance and torsion 11.2.1. No displacement control (1) Low tower ratio structure (does not float due to wind, etc.) Heavy structure (does not swing due to wind)
Resonance and torsion by adopting a linear slope type restoring sliding bearing
Stable seismic isolation is possible. Lightweight structure (swaying by wind) Although it does not lift due to wind, etc., it does shake. identity
In addition to installing Noh's linear slope type restoring sliding bearings at each location,
The problem of wind sway can be solved by arranging the setting device. Solid
With the installation of the positioning device, the occurrence of rotational and torsional movements becomes a problem.
However, this problem can be solved by installing a rotation / torsion prevention device.
I do. Combination of the above, stable and stable without resonance and torsion
An earthquake is possible. (2) High tower ratio structure (floating by wind etc.) Heavy structure (not shaken by wind) There is a problem of floating by wind etc., so straight line of the same performance
In addition to installing slope-type restoring slide bearings at each location, pull-out prevention
Requires installation of equipment. With the adoption of a pull-out prevention device
Solves the problem of pull-out force and eliminates resonance and torsion.
A fixed seismic isolation becomes possible. Lightweight structure (swaying by wind)
In addition to installing slope-type restoring slide bearings at each location, pull-out prevention
Requires installation of equipment. With the adoption of a pull-out prevention device
This solves the problem of generating a pulling force. In addition, the wind
The problem can be solved by arranging a fixing device.
Due to the installation of the fixing device, the occurrence of rotation and torsion motion is a problem
However, installing a rotation / torsion prevention device also solves this problem.
Decide. With the above combination, stable without resonance and torsion
Seismic isolation becomes possible. 11.2.2. Displacement suppression Seismic isolation by suppressing displacement by using a damper
Reduce the area of the dish and make the seismic isolation device itself compact
It becomes possible. Torsion occurs due to the installation of the damper
However, installing a rotation / torsion prevention device also solves this problem.
Decide. 11.2.1. The combination of the described device, damper and rotation
・ By using the anti-torsion device together, the seismic isolation device
Compact, stable and free from resonance and torsion
An earthquake is possible. 11.3. Union of seismic isolation devices considering safety in case of excessive displacement
For the case of sliding type seismic isolation bearings,
The following are combinations of seismic isolation devices that take into account everything
Can be considered. 11.3.1. Seismic isolation device considering safety in case of excessive displacement
Combination 1 (1) First-class ground In the case of the first-class ground, the slip type
In the case of a girder-type seismic isolation bearing, a damper is often unnecessary.
No. (2) Type 2 ground, type 3 ground In the case of type 2 ground, type 3 ground, slip
In the case of type or rolling type seismic isolation bearing, a damper is required
Become. In that case, damper completely stops excessive displacement
System (8.4.5.1.2.)
(See Damper with par))
Damper with topper and detachment prevention (seismic isolation bearing with detachment prevention,
(Prevention device). Excessive displacement
The method using only the damper with topper is too large with only the damper
It is economical due to the method of stopping the displacement. Excessive
Damper with stopper when displaced and prevention of disengagement
When combined with seismic bearings and detachment prevention devices)
-If it is impossible to use the damper alone,
This is a method for increasing the degree of security. 12. New laminated rubber spring, restoration spring 12.1. New laminated rubber / spring Problem of adhesion between steel and rubber in conventional laminated rubber,
Problems in the manufacturing process of stacking steel and rubber together, pressure resistance
It solves the problems of sex and fire prevention. With steel
Laminate steel alone without adhering rubber to each layer.
Of the center part, and the center part is filled with rubber or coil spring.
The method of stacking steel and steel
This eliminates the problem of adhesion between steel and rubber,
It also eliminates the difficulties in the manufacturing process of attaching and stacking. Pressure resistance
Regarding performance, steel and steel are laminated without interposing rubber, so
The pressure resistance of the steel itself is obtained, and rubber is sealed inside.
Is not exposed directly to the outside, thus solving fire prevention problems.
I do. 12.2. Restoring spring Installing a spring, etc. in the vertical type restores in any horizontal direction
Despite the performance, it has poor restoring force due to slight horizontal displacement.
No. The present invention solves the problem, and even a slight displacement
A horizontal restoring force is obtained so that
Downward acting on the seismically isolated structure by the spring
Minimize the force and reduce the load on seismically isolated structures
ing. B. Seismic isolation device and structural law 13. Structural design method using seismic isolation structure 13.1. High-rise buildings and structures Long-period ultra-high heights that could not be handled by laminated rubber seismic isolation devices
Use of sliding seismic isolation devices and sliding bearings even for multi-story buildings and structures
This enables seismic isolation. As a result,
Objects and structures are shaken by the wind due to the soft structure as a countermeasure against earthquakes.
Structure (rigid structure) with a degree of rigidity
And wind sway can be prevented. 13.2. Buildings / structures with a high tower ratio Due to the pull-out prevention device, it is not possible with conventional laminated rubber seismic isolation
Seismic isolation of buildings and structures with high tower-like ratios that work well
enable. In addition, the coefficient of friction of the seismic
Lower it as much as possible, and make the floors on the ground floor near the ground such as the first floor heavier
This also eliminates problems such as locking. Also,
With a constant pressure device.
It also solves the problem of wind sway of structures with large mounting areas. 13.4. Lightweight buildings and structures Conventional seismic isolation devices such as seismic isolation devices and sliding bearings
Rubber seismic isolation does not extend the natural period and does not provide seismic isolation
Enables seismic isolation of lightweight buildings and structures. Also, the coefficient of friction
The wind sway problem caused by lowering the
Is solved. If a pulling force is applied, pull out
The prevention device can also cope with it. 14． Seismic isolation device design and seismic isolation device layout 14.1. Design of Seismic Isolation Device (1) Design of Restoring Capacity of Restoring Device In the case of a sliding type seismic isolating device, the restoring force is reduced to the minimum that can be restored.
It is best for seismic isolation performance to support. Due to the concave sliding surface
In the gravity restoration type, half the curvature
The diameter should be as large as possible, and the restoring smell of spring etc.
As long as the restoration is obtained, the spring constant is as small as possible
Comb, both sides must be exempted to minimize resilience.
It is also necessary to lower the friction coefficient of the seismic devices and sliding bearings.
That also leads to improving seismic isolation performance. 14.2. Seismic isolation device arrangement by limited arrangement of restoring devices Two or more restoring devices are installed only at or near the center of gravity.
Equipped with seismically isolated sliding bearings without restoring force
I do. Economical because less number of restoration devices is required
It is advantageous. In addition, if necessary, a fixing device is provided. This
Like the restoring device, only at or near the center of gravity,
It is better to have two or more places. If the number of points is large,
There is a concern about release or fixed time lag, especially for fixing devices
As for, there is nothing better than a small number,
In places, there is a concern about wind rotation. Therefore, two
It is desirable to install more than one place. However, rotation with fixed device
・ By using the twist prevention device (10) together,
In such a case, it is possible to prevent rotation. This too
Economical because there is no need to install useless fixing devices
It is advantageous. 15. Rationalization of installation of seismic isolation devices and construction of foundations
The problem of maintaining sex is also solved. Also, the beam on the first floor and its support
It also solves the floor cost problem. Also,
Superstructure of conventional, conventional, 2 × 4 (seismically isolated structure)
When the superstructure does not have rigidity, regardless of the difference in construction method
Also solve the problem. 16. Method of installing seismic isolation device on superstructure base or foundation 16.1. In the case of unit construction method A method of attaching the seismic isolation device to the unit is desired.
In many cases, the joints between the units are pins, and the units
If the joint is a pin, it is exempted by straddling both units.
It becomes unstable when a seismic device is installed. Therefore, one unit
Stably joined (rigidly connected) to the
(If it has
Solving the problem by mounting it out of the knit
did. 17． Combination ~ 15.3. By the combination of all the described inventions
Seismic isolation devices and bearings that meet various requirements, and seismic isolation
The structure becomes possible. 18. Seismic isolation equipment 18.1. Seismic isolation drainage structure The structure to be seismically isolated and the structure to support the structure to be seismically isolated
A drainage system that guarantees flexibility with the body
And the drain basin and the seismically isolated structure side protruding into it
Of seismic isolation in a simple way
Between the supporting structure and the structure supporting the seismically isolated structure
The flexibility of the drainage pipes.

[Brief description of the drawings]

1 to 11 show an embodiment of the invention of a cross-type seismic isolation device and a sliding bearing, a cross gravity restoring type seismic isolation device and a sliding bearing, and a cross gravity restoring type anti-pull-out device and a sliding bearing.

FIG. 1A is a perspective view of a seismic isolation device and a sliding bearing, and FIG.
(C) is a cross-sectional view in the direction orthogonal to each other.

FIG. 2A is a perspective view of a seismic isolation device and a sliding bearing, and FIG.
(C) is a cross-sectional view in the direction orthogonal to each other.

FIG. 3A is a perspective view of a seismic isolation device and a sliding bearing, and FIG.
(C) is a cross-sectional view in the direction orthogonal to each other.

FIG. 4A is a perspective view of a seismic isolation device and a sliding bearing, and FIG.
(C) is a cross-sectional view in the direction orthogonal to each other.

FIG. 5A is a perspective view of a seismic isolation device and a sliding bearing, and FIG.
(C) is a cross-sectional view in the direction orthogonal to each other.

FIG. 6A is a perspective view of a seismic isolation device and a sliding bearing, and FIG.
(C) is a cross-sectional view in the direction orthogonal to each other.

7A is a perspective view of a seismic isolation device and a sliding bearing, and FIG.
(C) is a cross-sectional view of the device in a direction perpendicular to each other, and also shows an embodiment of a gravity restoring seismic isolation device and a device for absorbing vertical displacement during sliding bearing vibration.

FIG. 8A is a perspective view of a seismic isolation device and a sliding bearing, and FIG.
(C) is a cross-sectional view in the direction orthogonal to each other.

9A is a perspective view of a seismic isolation device and a sliding bearing, and FIG.
(C) is a cross-sectional view in the direction orthogonal to each other.

FIG. 10A is a perspective view of a seismic isolation device and a sliding bearing.
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 11A is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other. FIGS. 12 to 17 show an embodiment of the present invention with a cross-type seismic isolation device and sliding bearing, and a cross gravity restoring type seismic isolation device and sliding bearing with an intermediate sliding portion.

FIG. 12A is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

13A and 14B are perspective views of a seismic isolation device and a sliding bearing, FIGS. 13B and 13C are cross-sectional views thereof, which are orthogonal to each other, and FIG. 13D is a detailed perspective view. (E) (f)
(G) and (h) are cross-sectional views at the time of the earthquake amplitude.
(H) is the maximum time, (e) and (f) are on the way, (e)
(G) is viewed from the base direction, and (f) and (h) are viewed from the direction facing the base direction.

FIG. 15A is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

16A to 17A are perspective views of a seismic isolation device and a sliding bearing, FIGS. 16B and 16C are cross-sectional views thereof, which are orthogonal to each other, and FIG. 16D is a detailed perspective view. (E) (f)
(G) and (h) are cross-sectional views at the time of the earthquake amplitude.
(H) is the maximum time, (e) and (f) are on the way, (e)
(G) is viewed from the base direction, and (f) and (h) are viewed from the direction facing the base direction. 18 to 20
Is an embodiment of a pull-out preventing device, an intermediate sliding portion of a sliding bearing, and a pull-out preventing device and a sliding bearing containing rollers and balls (bearings).

FIG. 18 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 19 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 20 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other. 21 to 33 show an embodiment of a laminated rubber / rubber / spring prevention device / sliding bearing with a spring.

FIG. 21 (a) is a perspective view of a seismic isolation device and a sliding bearing.
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 22 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 23 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 24 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 25 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 26 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 27 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 28 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 29 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 30 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 31 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 32 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 33 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other. 34 to 37 show an embodiment of a pull-out prevention device with a restoring / damping spring and a sliding bearing.

FIG. 34 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 35 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other. (A-1) (a-2) (a-3) (a-4)
Is a perspective view of a slide stopper 4-P. (A-1)
(A-2) is one set, and (a-3) and (a-4) are one set. (A-1) and (a-3) are slide stoppers 4-P of the upper slide member 4-a, and (a-2)
(A-4) is a slide stopper 4-P of the lower slide member 4-b.

FIG. 36 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other. (A-1) (a-2) (a-3) (a-4)
Is a perspective view of a slide stopper 4-P. (A-1)
(A-2) is one set, and (a-3) and (a-4) are one set. (A-1) and (a-3) are slide stoppers 4-P of the upper slide member 4-a, and (a-2)
(A-4) is a slide stopper 4-P of the lower slide member 4-b.

FIG. 37 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other. (A-1) and (a-2) are slide stoppers 4
It is a perspective view of -P. 38 to 41 show an embodiment of enhancement of the pull-out prevention function.

FIG. 38 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 39 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 40 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 41 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other. (A-1) is a perspective view showing a configuration of an engagement member connecting member 27. FIG. 42 shows an embodiment of the new pull-out prevention device / sliding bearing.

FIG. 42 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other. 43 to 56 show an embodiment of improvement of the pull-out prevention device and the sliding bearing.

FIG. 43 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 44 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 45 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 46 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 47 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 48 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 49 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 50 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 51 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 52 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 53 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 54 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 55 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 56 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other. 57 to 59 show an embodiment of the new pull-out prevention device and the sliding bearing.

FIG. 57 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 58 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 59 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other. FIGS. 60 to 62 and FIG. 64 show an embodiment of the gravity restoring type anti-pulling-out device / sliding bearing.

FIG. 60 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 61 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 62 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

64 (a) and (b) are cross-sectional views of a seismic isolation device and a sliding bearing, which are orthogonal to each other. FIG. 63 shows an embodiment of the new pull-out prevention device / sliding bearing.

63 (a) and (b) are cross-sectional views of the seismic isolation device and the sliding bearing, which are orthogonal to each other. 65 to 66
Shows an embodiment of a new pull-out prevention device / sliding bearing with a spring.

FIG. 65 is a sectional view of a seismic isolation device and a sliding bearing.

FIG. 66 is a sectional view of a seismic isolation device and a sliding bearing. Figure 67
FIG. 68 to FIG. 68 show an embodiment of the gravity restoring type pull-out prevention device / sliding bearing.

FIG. 67 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 68 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other. 69 to 70 show an embodiment of a gravity restoring seismic isolation device and a vertical displacement absorbing device at the time of sliding bearing vibration.

FIG. 69 (a) is a perspective view of a seismic isolation device / sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 70 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other. FIG. 71 to FIG. 72 show an embodiment on the improvement of the damper function of the sliding type seismic isolation device / sliding bearing and the initial sliding tendency.

FIG. 71 (a) is a perspective view of a seismic isolation plate, and FIG. 71 (b) is a sectional view thereof.

FIG. 72 (a) is a perspective view of a seismic isolation plate, and FIG. 72 (b) is a sectional view thereof. 73 to 109 show an embodiment of a double (or more than double) base isolation plate seismic isolation device and sliding bearing.

FIG. 73 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) is a sectional view thereof. (A) is a configuration diagram in which the upper seismic isolation plate 3-a (and the intermediate seismic isolation plate 3-m) is lifted up so that the configuration of the seismic isolation device and the sliding bearing of (b) can be understood. Actually, the upper seismic isolation plate 3-a (also the middle seismic isolation plate 3
−m) is in contact with the lower seismic isolation plate 3-b. (A) ~
(D) is a case of a double seismic isolation plate (upper seismic isolation plate 3-a, lower seismic isolation plate 3-b), and (c) and (d) are patents 1844024.
Is a comparison sectional view of the size of the seismic isolation restoration device at No.
(C) is a seismic isolation restoration device in Patent No. 1844024,
(D) is the case of a double seismic isolation plate.

FIG. 74 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) is a sectional view thereof. (A) is a configuration diagram in which the upper seismic isolation plate 3-a (and the intermediate seismic isolation plate 3-m) is lifted up so that the configuration of the seismic isolation device and the sliding bearing of (b) can be understood. Actually, the upper seismic isolation plate 3-a (also the middle seismic isolation plate 3
−m) is in contact with the lower seismic isolation plate 3-b. (A) ~
(B) is a case of a triple seismic isolation plate (upper seismic isolation plate 3-a, middle seismic isolation plate 3-m, lower seismic isolation plate 3-b).

FIG. 75 (a) is a perspective view of a seismic isolation device and a sliding bearing.
(B) is a sectional view thereof. (A) and (b) show the case of a double (or more than double) seismic isolation plate with a seal or a dustproof cover.

FIG. 76 is a sectional view of the seismic isolation device / sliding bearing.

FIG. 77 is a sectional view of a seismic isolation device and a sliding bearing.

FIG. 78 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 79 (a) is a perspective view of a seismic isolation device / slide bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 80 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 81 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 82 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 83 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 84 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 85 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

86 to 87 are perspective views of a seismic isolation device and a sliding bearing, (b) and (c) are cross-sectional views thereof, which are orthogonal to each other, and (d) is a detailed perspective view. (E) and (f) are cross-sectional views thereof, and (e) and (f) are cross-sectional views at the time of earthquake amplitude.

FIG. 88 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 89 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 90 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 91 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 92 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 93 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 94 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 95 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 96 (a) is a perspective view of a seismic isolation device and a sliding bearing.
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 97 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 98 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 99 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 100 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 101 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 102 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

103 to 104, (a) is a perspective view of a seismic isolation device and a sliding bearing, (b) and (c) are cross-sectional views thereof, which are orthogonal to each other, (d) is a detailed perspective view, (E) (f)
Is a sectional view at the time of earthquake amplitude.

FIG. 105 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

106-107 (a) is a perspective view of the seismic isolation device / sliding bearing, (b) and (c) are cross-sectional views thereof, which are orthogonal to each other, (d) is a detailed perspective view, (E) (f)
Is a cross-sectional view at the time of earthquake amplitude, and (g) is a case where roller balls (bearings) 5-e and 5-f are provided on the upper (upper surface) 6-u and lower (lower surface) 6-l of the sliding portion. FIG.

108-109 (a) is a perspective view of a seismic isolation device / sliding bearing, (b) and (c) are cross-sectional views thereof, which are orthogonal to each other, (d) is a detailed perspective view, (E) (f)
Is a sectional view at the time of earthquake amplitude. FIG. 110 to FIG. 113
Shows an embodiment of the improvement of the sliding portion of the gravity restoring seismic isolation device / sliding bearing.

FIG. 110 (a) is a perspective view of a seismic isolation device / slide bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 111 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

112 to 113, (a) is a perspective view of the seismic isolation device / sliding bearing, (b) and (c) are cross-sectional views thereof, which are orthogonal to each other, and (d) is a detailed perspective view thereof. , (E)
(F) is a sectional view at the time of an earthquake amplitude. FIG. 114 to FIG.
Reference numeral 15 denotes an embodiment of a vertical displacement absorbing type seismic isolation restoration device of a sliding part.

114 (a) and FIG. 115 (a) are perspective views of a seismic isolation device and a sliding bearing, (b) and (c) are cross-sectional views thereof, which are orthogonal to each other, and (d) is a detailed cross-sectional view thereof. It is. 116 to 118 show an embodiment of the new gravity restoring seismic isolation device.

FIG. 116 is a cross-sectional view of the seismic isolation device.

FIG. 117 is a sectional view of the seismic isolation device.

FIG. 118 is a cross-sectional view of the seismic isolation device. 119 to 1
Reference numeral 29 denotes an embodiment of the vertical seismic isolation device.

119 to 120 are perspective views of a seismic isolation device,
(B) and (c) are cross-sectional views in the direction perpendicular to each other, and (d) is a detailed cross-sectional view thereof.

121 to 122 (a) are perspective views of a seismic isolation device,
(B) and (c) are cross-sectional views in the direction perpendicular to each other, and (d) is a detailed cross-sectional view thereof.

FIG. 123 (a) is a perspective view of a seismic isolation device, and FIGS. 123 (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

124 (a) is a perspective view of a seismic isolation device, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.
(A-1) (a-2) (a-3) (a-4) is a perspective view of the slide stopper 4-P. (A-1) (a-2)
Is one set, and (a-3) and (a-4) are one set. (A-1) and (a--3) are upper slide members 4-
a slide stopper 4-P of (a-2) (a--
4) The slide stopper 4 of the lower slide member 4-b
P.

FIG. 125 is a configuration diagram of a building equipped with a seismic isolation device.

126A is a configuration diagram of a building equipped with a seismic isolation device, and FIG. 126B is a cross-sectional view of the vertical seismic isolation device.

FIG. 127 (a) is a perspective view of a seismic isolation device, and FIG. 127 (b) is a sectional view thereof.

FIG. 128 (a) is a perspective view of a seismic isolation device, and FIG. 128 (b) is a sectional view thereof.

129 is a perspective view of the seismic isolation device, and FIG. 129 is a cross-sectional view thereof. 130 to 333 show an embodiment of the fixing device.

FIG. 130 is a sectional view of the seismic isolation device.

FIG. 131 is a sectional view of the seismic isolation device.

132 (a) and 132 (b) are cross-sectional views of the seismic isolation device.

FIG. 133 is a sectional view of the seismic isolation device.

FIG. 134 is a cross-sectional view of the seismic isolation device.

135 (a) and (b) are cross-sectional views of the seismic isolation device.

FIG. 136 is a sectional view of the seismic isolation device.

Fig. 137 is a sectional view of the seismic isolation device.

FIG. 138 is a sectional view of the seismic isolation device.

FIG. 139 is a cross-sectional view of the seismic isolation device.

FIG. 140 is a sectional view of the seismic isolation device.

FIG. 141 is a sectional view of the seismic isolation device.

FIG. 142 is a sectional view of the seismic isolation device.

FIG. 143 is a sectional view of the seismic isolation device.

FIG. 144 is a sectional view of the seismic isolation device.

145 (a) and (b) are cross-sectional views of the seismic isolation device.

FIG. 146 is a sectional view of the seismic isolation device. (A) is a case of normal time, (b) is a case of displacement amplitude at the time of seismic isolation.

FIG. 147 is a sectional view of the seismic isolation device.

148A is a cross-sectional view of the seismic isolation device, and FIG. 148B is a plan view of a lock (a clasp or the like) 11 of a fixing pin.

FIG. 149 (a) is a cross-sectional view of the seismic isolation device, and FIG. 149 (b) is a plan view of the lock (clasp, etc.) 11 of the fixing pin of FIG.

150A is a cross-sectional view of the seismic isolation device, and FIG. 150B is a plan view of FIG.

FIG. 151 (a) is a sectional view of a seismic isolation device, and FIG. 151 (b) is a plan view of a lock (a clasp or the like) 11 of a fixing pin of FIG.

FIG. 152 (a) is a sectional view of the seismic isolation device, and FIG. 152 (b) is a plan view of FIG.

FIG. 153 is a sectional view of the seismic isolation device.

FIG. 154 is a cross-sectional view of the seismic isolation device.

FIG. 155 is a sectional view of the seismic isolation device.

FIG. 156 is a sectional view of the seismic isolation device.

FIG. 157 (a) is a cross-sectional view of the seismic isolation device, and FIG. 157 (b) is a plan view of a lock (a clasp or the like) 11 of the fixing pin of FIG.

FIG. 158 (a) is a cross-sectional view of the seismic isolation device, and FIG. 158 (b) is a plan view of FIG.

FIG. 159 is a sectional view of the seismic isolation device.

FIG. 160 is a sectional view of the seismic isolation device.

FIG. 161 (a) is a sectional view of a seismic isolation device, and FIG. 161 (b) is a plan view of a lock (a clasp or the like) 11 of a fixing pin of FIG.

FIG. 162 is a sectional view of the seismic isolation device.

FIG. 163 (a) is a sectional view of the seismic isolation device, and FIG. 163 (b) is a plan view of a lock (a clasp or the like) 11 of the fixing pin of FIG.

FIG. 164 is a cross-sectional view of the seismic isolation device.

FIG. 165 (a) is a cross-sectional view of the seismic isolation device, and FIG. 165 (b) is a plan view of a lock (a clasp or the like) 11 of the fixing pin of FIG.

166 (a) is a sectional view of the seismic isolation device, and (b) is a plan view of (a).

FIG. 167 (a) is a sectional view of the seismic isolation device, and FIG. 167 (b) is a plan view of a lock (a clasp or the like) 11 of the fixing pin of FIG.

FIG. 168 is a cross-sectional view of the seismic isolation device.

FIG. 169 (a) is a sectional view of the seismic isolation device, and FIG. 169 (b) is a plan view of a lock (a clasp or the like) 11 of the fixing pin of FIG.

170A is a plan view of the seismic isolation device, and FIG. 170B is a cross-sectional view thereof.

FIG. 171 (a) is a plan view of the seismic isolation device, and FIG. 171 (b) is a cross-sectional view thereof.

FIG. 172 (a) is a cross-sectional view of the seismic isolation device, and FIG. 172 (b) is a plan view of a lock (a clasp or the like) 11 of the fixing pin of FIG.

173 (a) is a sectional view of the seismic isolation device, and (b) is a plan view of (a).

174A is a plan view of the seismic isolation device, and FIG. 174B is a cross-sectional view thereof.

FIG. 175 (a) is a plan view of the seismic isolation device, and FIG. 175 is a sectional view thereof.

176 (a) is a plan view of the seismic isolation device, and (b) is a cross-sectional view thereof.

FIG. 177 (a) is a plan view of the seismic isolation device, and FIG. 177 (b) is a cross-sectional view thereof.

FIG. 178 (a) is a plan view of the seismic isolation device, and FIG. 178 (b) is a cross-sectional view thereof.

FIG. 179 is a cross-sectional view of the seismic isolation device.

FIG. 180 is a cross-sectional view of the seismic isolation device.

FIG. 181 (a) is a plan view of the seismic isolation device, and FIG. 181 (b) is a cross-sectional view thereof.

FIG. 182 is a cross-sectional view of the seismic isolation device. (A) is a case of normal time, (b) is a case of displacement amplitude at the time of seismic isolation.

FIG. 183 is a cross-sectional view of the seismic isolation device.

FIG. 184 is a sectional view of the seismic isolation device.

FIG. 185 is a sectional view of the seismic isolation device.

FIG. 185 is a sectional view of the seismic isolation device.

FIG. 187 is a sectional view of the seismic isolation device.

FIG. 188 is a cross-sectional view of the seismic isolation device.

FIG. 189 is a sectional view of the seismic isolation device.

FIG. 190 is a sectional view of the seismic isolation device.

FIG. 191 is a cross-sectional view of the seismic isolation device.

FIG. 192 is a cross-sectional view of the seismic isolation device.

FIG. 193 is a cross-sectional view of the seismic isolation device.

FIG. 194 is a sectional view of the seismic isolation device.

FIG. 195 (a) is a plan view of the seismic isolation device, and FIG. 195 (b) is a cross-sectional view thereof.

196 (a) and (b) are cross-sectional views of the seismic isolation device.

197 (a) and (b) are cross-sectional views of the seismic isolation device.

198 is a sectional view of the seismic isolation device. FIG.

199 (a) and (b) are cross-sectional views of the seismic isolation device.

200 (a) and (b) are cross-sectional views of the seismic isolation device.

201 (a) and (b) are cross-sectional views of the seismic isolation device. (A) is a case of normal time, (b) is a case of displacement amplitude at the time of seismic isolation.

202 (a) and (b) are cross-sectional views of the seismic isolation device. (A) is a case of normal time, (b) is a case of displacement amplitude at the time of seismic isolation.

203 (a), (b), and (c) are cross-sectional views of the seismic isolation device.

FIG. 204 is a cross-sectional view of the seismic isolation device.

205 is a sectional view of the seismic isolation device. FIG.

FIG. 206 is a cross-sectional view of the seismic isolation device.

207 (a), (b), and (c) are cross-sectional views of the seismic isolation device.

FIG. 208 is a cross-sectional view of the seismic isolation device.

FIG. 209 (a) is a plan view of the seismic isolation device, and FIG. 209 (b) is a sectional view thereof.

FIG. 210 is a cross-sectional view of the seismic isolation device.

FIG. 211 is a cross-sectional view of the seismic isolation device.

FIG. 212 is a cross-sectional view of the seismic isolation device.

FIG. 213 is a sectional view of the seismic isolation device.

FIGS. 214 (a), (b), and (c) are installation layout diagrams of a seismic isolation device.

FIGS. 215 (a), (b), and (c) are installation layout diagrams of the seismic isolation device.

FIG. 216 is a plan view (upper view) and a cross-sectional view (lower view: cross-sectional hatching) of the sensor seismic isolation plate.

217 (a) is a plan view (upper view) and a cross-sectional view (lower view: cross-sectional hatching) of a sensor seismic isolation plate. FIG.
(B) is a plan view (upper view) and a cross-sectional view (lower view: cross-sectional hatching) of the sensor seismic isolation plate.

FIG. 218A is a cross-sectional view (upper view: cross-section hatched) and a plan view (lower view) of the fixing pin receiving member.
FIG. 4B is a cross-sectional view (upper view: cross-sectional hatching) and a plan view (lower view) of the fixing pin receiving member.

FIG. 219 is a cross-sectional view (upper view: cross-sectional hatching) and a plan view (lower view) of the fixing pin receiving member.

220 (a) and (b) are cross-sectional views of the seismic isolation device.

221 (a) and (b) are cross-sectional views of the seismic isolation device.

222 (a) and (b) are cross-sectional views of the seismic isolation device.

223 (a) and (b) are cross-sectional views of the seismic isolation device.

FIG. 224 is a sectional view of the seismic isolation device.

FIG. 225 is a sectional view of the seismic isolation device.

FIG. 226 is a sectional view of the seismic isolation device.

FIG. 227 is a sectional view of the seismic isolation device.

FIG. 228 is a sectional view of the seismic isolation device.

FIG. 229 is a sectional view of the seismic isolation device.

FIG. 230 is a sectional view of the seismic isolation device.

FIG. 231 is a cross-sectional view of the seismic isolation device.

FIG. 232 is a sectional view of the seismic isolation device.

FIG. 233 is a cross-sectional view of the seismic isolation device.

FIG. 234 is a sectional view of the seismic isolation device.

FIG. 235 is a sectional view of the seismic isolation device.

FIG. 236 is a sectional view of the seismic isolation device.

FIG. 237 is a sectional view of the seismic isolation device.

FIG. 238 is a sectional view of the seismic isolation device.

FIG. 239 is a cross-sectional view of the seismic isolation device.

240 is a sectional view of the seismic isolation device. FIG.

FIG. 241 is a cross-sectional view of the seismic isolation device.

FIG. 242 is a sectional view of the seismic isolation device.

FIG. 243 is a sectional view of the seismic isolation device.

FIG. 244 is a sectional view of the seismic isolation device.

FIG. 245 is a sectional view of the seismic isolation device.

FIG. 246 is a sectional view of the seismic isolation device.

FIG. 247 is a sectional view of the seismic isolation device.

FIG. 248 is a sectional view of the seismic isolation device.

Fig. 249 is a sectional view of the seismic isolation device.

FIG. 250 is a sectional view of the seismic isolation device.

FIG. 251 is a cross-sectional view of the seismic isolation device.

FIG. 252 is a sectional view of the seismic isolation device.

FIG. 253 is a cross-sectional view of the seismic isolation device.

FIG. 254 is a sectional view of the seismic isolation device.

FIG. 255 is a sectional view of the seismic isolation device.

FIG. 256 is a sectional view of the seismic isolation device.

FIG. 257 is a sectional view of the seismic isolation device.

FIG. 258 is a cross-sectional view of the seismic isolation device.

FIG. 259 is a cross-sectional view of the seismic isolation device.

FIG. 260 is a cross-sectional view of the seismic isolation device.

FIG. 261 is a sectional view of the seismic isolation device.

FIG. 262 is an installation layout of the seismic isolation device.

FIG. 263 is an installation layout of the seismic isolation device.

FIG. 264 is an installation layout of the seismic isolation device.

FIG. 265 is an installation layout of the seismic isolation device.

FIG. 266 is a sectional view of the seismic isolation device.

FIG. 267 is a sectional view of the seismic isolation device.

FIG. 268 is a cross-sectional view of the seismic isolation device.

FIG. 269 is a sectional view of the seismic isolation device.

FIG. 270 is a sectional view of the seismic isolation device.

FIG. 271 is a cross-sectional view of the seismic isolation device.

FIG. 272 is a sectional view of the seismic isolation device.

FIG. 273 is a sectional view of the seismic isolation device.

274 (a) is a perspective view of the seismic isolation device, and (b) is a cross-sectional view thereof.

FIG. 275 is a sectional view of the seismic isolation device.

FIG. 276 (a) is a sectional view of the seismic isolation device, and (b)
(B ′), (c) and (c ′) are partial plan views. (B)
(B ′) is a partial plan view of the relationship between the suspension member 20-s of the weight 20 and the wire, rope, cable, or the like 8, and the guide member 19-a such as a roller, and (c) and (c ′) are wires, rope, FIG. 9 is a partial plan view of a relationship between a cable or the like 8 and a guide member 19-a such as a roller. (B ') is the part of (b),
(C ') is the result of the (c) portion at the time of earthquake deformation.

FIG. 277 (a) is a sectional view of the seismic isolation device, and (b)
(B ′), (c) and (c ′) are partial plan views. (B)
(B ′) is a partial plan view of the relationship between the suspension member 20-s of the weight 20 and the wire, rope, cable, or the like 8, and the guide member 19-a such as a roller, and (c) and (c ′) are wires, rope, FIG. 9 is a partial plan view of a relationship between a cable or the like 8 and a guide member 19-a such as a roller. (B ') is the part of (b),
(C ') is the result of the (c) portion at the time of earthquake deformation.

FIG. 278 is a sectional view of the seismic isolation device.

Fig. 279 is a sectional view of the seismic isolation device. (A) is a case of normal time, (b) is a case of displacement amplitude at the time of seismic isolation.

FIG. 280 is a cross-sectional view of the seismic isolation device.

FIG. 281 is a cross-sectional view of the seismic isolation device.

FIG. 282 is a sectional view of the seismic isolation device.

FIG. 283 is a cross-sectional view of the seismic isolation device.

FIG. 284 is a sectional view of the seismic isolation device.

FIG. 285 is a sectional view of the seismic isolation device.

FIG. 286 is a sectional view of the seismic isolation device.

FIG. 287 is a sectional view of the seismic isolation device.

FIG. 288 is a sectional view of the seismic isolation device.

FIG. 289 is a cross-sectional view of the seismic isolation device.

FIG. 290 is a sectional view of the seismic isolation device.

FIG. 291 is a cross-sectional view of the seismic isolation device.

FIG. 292 is a sectional view of the seismic isolation device.

293 (a) and (b) are cross-sectional views of the seismic isolation device.

FIG. 294 is a cross-sectional view of the seismic isolation device.

FIG. 295 is a cross-sectional view of the seismic isolation device.

FIG. 296 is a cross-sectional view of the seismic isolation device.

FIG. 297 is a cross-sectional view of the seismic isolation device.

FIG. 298 is a cross-sectional view of the seismic isolation device.

FIG. 299 is a sectional view of the seismic isolation device.

FIG. 300 is a sectional view of the seismic isolation device.

FIG. 301 is a sectional view of the seismic isolation device.

FIG. 302 is a sectional view of the seismic isolation device.

FIG. 303 is a sectional view of the seismic isolation device.

FIG. 304 is a cross-sectional view of the seismic isolation device.

FIG. 305 is a sectional view of the seismic isolation device.

FIG. 306 is a sectional view of the seismic isolation device.

FIG. 307 is a cross-sectional view of the seismic isolation device.

FIG. 308 is a sectional view of the seismic isolation device.

FIG. 309 is a cross-sectional view of the seismic isolation device.

FIG. 310 is a sectional view of the seismic isolation device.

FIG. 31A is a plan view around the lock valve pipe 20-cp in the liquid storage (or external) 7-ac of the fixing device, and FIG. 3B is a plan view of the liquid storage (or external) 7-ac and the piston-like member. Figure 7 is a sectional view of the 7-p insertion tube / cylinder attachment room (such as a seismic sensor amplitude device) and passage 7-ab. (C) is a plan view around the lock valve pipe 20-cp in the liquid storage (or exterior) 7-ac of the fixing device, and (d) is a view of the liquid storage (or exterior) 7-ac and the piston-like member 7-p. FIG. 7 is a sectional view of an insertion tube / cylinder attachment room (such as an earthquake sensor amplitude device) and a passage 7-ab.

FIG. 312 (a) is a plan view around a lock valve pipe 20-cp in a liquid storage (or external) 7-ac of the fixing device, and (b) is a liquid storage (or external) 7-ac and a piston-like member. Figure 7 is a sectional view of the 7-p insertion tube / cylinder attachment room (such as a seismic sensor amplitude device) and passage 7-ab. (C) is a plan view around the lock valve pipe 20-cp in the liquid storage (or exterior) 7-ac of the fixing device, and (d) is a view of the liquid storage (or exterior) 7-ac and the piston-like member 7-p. FIG. 7 is a sectional view of an insertion tube / cylinder attachment room (such as an earthquake sensor amplitude device) and a passage 7-ab.

FIG. 313 is a sectional view of the seismic isolation device.

314 (a) is an elevation view, (b) is a cross-sectional view, and (c) is a plan view of the amplifier portion in FIG. 313.

FIG. 315 is a sectional view of the seismic isolation device.

316 is an elevation view, (b) is a cross-sectional view, (c) is a cross-sectional view in the orthogonal direction of (b), and (d) is a plan view of the amplifier portion in FIG. 315.

317 is a sectional view of the seismic isolation device. FIG.

318 is a sectional view of the seismic isolation device. FIG.

FIG. 319 is a sectional view of the seismic isolation device.

FIG. 320 is a sectional view of the seismic isolation device.

FIG. 321 is a cross-sectional view of the seismic isolation device.

FIG. 322 is a sectional view of the seismic isolation device.

FIG. 323 is a sectional view of the seismic isolation device.

FIG. 324 is a sectional view of the seismic isolation device.

FIG. 325 is a sectional view of the seismic isolation device.

FIG. 326 is a sectional view of the seismic isolation device.

FIG. 327 is a sectional view of the seismic isolation device.

FIG. 328 is a sectional view of the seismic isolation device.

FIG. 329 is a sectional view of the seismic isolation device.

FIG. 330 is a sectional view of the seismic isolation device.

FIG. 331 is a sectional view of the seismic isolation device. (A) is a case of normal time, (b) is a case of displacement amplitude at the time of seismic isolation.

332 (a) and (b) are cross-sectional views of the seismic isolation device.

333 is a sectional view of the seismic isolation device. FIG. 334 to 337 show an example of rationalization regarding the installation of the seismic isolation device and the construction of the foundation, and the arrangement of the seismic isolation device for the detached house.

FIG. 334A is a plan view of the seismic isolation device, and FIG.

FIG. 335 (a) is a plan view of the seismic isolation device, and FIG. 335 (b) is a cross-sectional view thereof.

336 is a perspective view of the seismic isolation device, and (b) and (c) of FIG.
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 337 (a) is a perspective view of a seismic isolation device, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other. Fig. 338 shows the seismic isolation device with vertical displacement absorbing gravity recovery type
3 shows an embodiment of a sliding bearing.

338 (b) and (c) are cross-sectional views of the seismic isolation device and the sliding bearing, and (a) is a plan view thereof. FIG. 339
Shows an embodiment of a new laminated rubber spring.

339 is a perspective view of the seismic isolation device, and FIG. 339 is a cross-sectional view thereof. FIGS. 340 to 385 show an embodiment of a triple (or triple or more) seismic isolation plate seismic isolation device / sliding bearing with pull-out prevention.

FIG. 340 (a) is a perspective view of a seismic isolation device, and (b) and (c).
Is an elevation view thereof. (B) and (c) are elevational views in mutually orthogonal directions.

FIG. 341 is a cross-sectional view at a position parallel to FIG. 340 (b).

FIG. 342 is a cross-sectional view at a position parallel to FIG. 340 (b).

FIG. 343 is a cross-sectional view at a position parallel to FIG. 340 (b).

FIG. 344 (a) is a perspective view of a seismic isolation device, and FIGS.
Is an elevation view thereof. (B) and (c) are elevational views in mutually orthogonal directions.

FIG. 345 is a cross-sectional view at a position parallel to FIG. 344 (b).

FIG. 346 is a cross-sectional view at a position parallel to FIG. 344 (b).

FIG. 347 is a cross-sectional view at a position parallel to FIG. 344 (b).

348 to 350 are perspective views of the seismic isolation device,
(B) and (c) are elevation views thereof. (B) and (c) are elevational views in mutually orthogonal directions. (D) is a cross-sectional view at a position parallel to (b). (E) is a sectional view at a position parallel to (c). (F) (g) (h) is an exploded perspective view of (a), (f) is a perspective view of the upper seismic isolation plate 3-a,
(G) is a perspective view of an intermediate seismic isolation plate 3-m having a vertical connecting slide portion 3-s, and (h) is a perspective view of a lower seismic isolation plate 3-b.

351 to 352 are perspective views of a seismic isolation device,
(B) and (c) are elevation views thereof. (B) and (c) are elevational views in mutually orthogonal directions. (D) is a cross-sectional view at a position parallel to (b). (E) is a sectional view at a position parallel to (c). The exploded perspective view of (a) is the same as (f), (g), and (h) in FIG. 350 (if the roller 5-f is regarded as the intermediate sliding portion (sliding member) 6).

FIG. 353 is a perspective view of the seismic isolation device.

FIG. 354 is a sectional view of FIG. 353;

FIG. 355 is a sectional view of FIG. 353;

FIG. 356 is a perspective view of the seismic isolation device.

FIG. 357 is a cross-sectional view of FIG. 356.

FIG. 358 is a cross-sectional view of FIG. 356.

359 to 361 are perspective views of the seismic isolation device,
(B) and (c) are cross-sectional views thereof. (B) and (c)
It is sectional drawing according to the cross section cutting direction shown to (a).
(A) * (b) and * (c) in the figure are cross-sectional views (b)
(C) shows a cross section cutting direction. (D) (e)
(F) and (g) are exploded perspective views of (a), (d) is a perspective view of an upper seismic isolation plate 3-a, and (e) is an intermediate seismic isolation plate having a vertically connecting slide portion 3-s. 3-m1 perspective view, (f)
Is an intermediate seismic isolation plate 3-
(g) is a perspective view of a lower seismic isolation plate 3-b having a vertically connecting slide portion 3-s.

362 to 363 are perspective views of the seismic isolation device,
(B) and (c) are cross-sectional views thereof. (B) and (c)
It is sectional drawing according to the cross section cutting direction shown to (a).
(A) * (b) and * (c) in the figure are cross-sectional views (b)
(C) shows a cross section cutting direction. The exploded perspective view of (a) is the same as (d), (e), (f), and (g) of FIG. 361 (if the roller 5-f is regarded as the intermediate sliding portion (sliding member) 6).

FIG. 364 is a perspective view of the seismic isolation device.

FIG. 365 is a sectional view of FIG. 364;

FIG. 366 is a sectional view of FIG. 364;

FIG. 367 is a perspective view of the seismic isolation device.

FIG. 368 is a cross-sectional view of FIG. 367.

FIG. 369 is a cross-sectional view of FIG. 367.

370 to 372 are perspective views of the seismic isolation device,
(B) is a sectional view thereof. (B) is a sectional view taken along the sectional cutting direction shown in (a). (A) * in the figure
Indicates the sectional cutting direction of the sectional view (b). (C)
(D), (e), (f), and (g) are exploded perspective views of (a), (c) is a perspective view of an upper seismic isolation plate 3-a, and (d) is a vertical connecting slide portion 3-s. A perspective view of the held middle seismic isolation plate 3-m1, (e) is a perspective view of the middle seismic isolation plate 3-m2, (f).
Is an intermediate seismic isolation plate 3-
m3 is a perspective view of the lower seismic isolation plate 3-b.

373 to 374 are perspective views of the seismic isolation device,
(B) is a sectional view thereof. (B) is a sectional view taken along the sectional cutting direction shown in (a). (A) * in the figure
Indicates the sectional cutting direction of the sectional view (b). (A)
372 (c), (d), (e), and (f) of FIG.
(G) (The roller 5-f is moved to the intermediate sliding portion (sliding member) 6
It is the same as).

375 to 377 are perspective views of the seismic isolation device,
(B) and (c) are elevation views thereof. (B) and (c) are elevational views in mutually orthogonal directions. (D) is a cross-sectional view at a position parallel to (b). (E) is a sectional view at a position parallel to (c). (F) (g) (h) is an exploded perspective view of (a), (f) is a perspective view of the upper (side) seismic isolation plate 3-a, (g) is a vertical connecting slide part 3-s. A perspective view of the 3-m seismic isolation plate with the lower part (h) is the lower (side) seismic isolation plate 3-m.
It is a perspective view of b.

378 to 380 are perspective views of the seismic isolation device,
(B) and (c) are elevation views thereof. (B) and (c) are elevational views in mutually orthogonal directions. (D) is a cross-sectional view at a position parallel to (b). (E) is a sectional view at a position parallel to (c). (F) (g) (h) is an exploded perspective view of (a), (f) is a perspective view of the upper (side) seismic isolation plate 3-a, (g) is a vertical connecting slide part 3-s. A perspective view of the 3-m seismic isolation plate with the lower part (h) is the lower (side) seismic isolation plate 3-m.
It is a perspective view of b.

FIG. 381 is a cross-sectional view of a vertically connecting slide member / portion 3-s for connecting seismic isolation plates.

FIG. 382: Upper slide member 4 for connecting the seismic isolation plates
It is sectional drawing of -a and lower member 4-al of an upper slide member.

FIG. 383 is a cross-sectional view of an upper / lower connecting slide member / portion 3-s for connecting seismic isolation plates.

FIG. 384 is a cross-sectional view of the upper / lower guide slide member / portion 3-g for connecting the seismic isolation plates.

FIG. 385 is a sectional view of an upper / lower guide slide member / portion 3-g for connecting the seismic isolation plates. FIG. 386 shows an embodiment of the restoring spring seismic isolation device.

386 is a cross-sectional view of the seismic isolation device. FIG.
387 to 391 show an embodiment of the seismic power generation device.

FIG. 387 is a sectional view of the seismic isolation device.

388 is a sectional view of the seismic isolation device. FIG.

FIG. 389 is a sectional view of the seismic isolation device.

FIG. 390 is a sectional view of the seismic isolation device.

FIG. 391 is a sectional view of the seismic isolation device. (A) is a case of normal time, (b) is a case of displacement amplitude at the time of seismic isolation. 392 to 393 show an embodiment of an intermediate sliding portion (rolling sliding intermediate type).

FIG. 392 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other.

FIG. 393 (a) is a perspective view of a seismic isolation device and a sliding bearing,
(B) and (c) are cross-sectional views in orthogonal directions to each other. 394 to 418 show an embodiment of the improvement of the pull-out prevention device and the sliding bearing.

394 to 395 are (a) perspective views of the seismic isolation device and the sliding bearing, and (b) and (c) cross-sectional views thereof, which are orthogonal to each other. (D) is a vertical connecting slide member 3-
It is a perspective view of s.

396 to 398 are perspective views of the seismic isolation device,
(B) and (c) are elevation views thereof. (B) and (c) are elevational views in mutually orthogonal directions. (D) is a cross-sectional view at a position parallel to (b). (E) is a sectional view at a position parallel to (c). (F) (g) (h) is an exploded perspective view of (a), (f) is a perspective view of an upper (side) seismic isolation plate 3-a, (g) is a vertical connecting slide member 3-s. Perspective view,
(H) is a perspective view of the lower (side) seismic isolation plate 3-b.

(A) is a perspective view of the seismic isolation device / sliding bearing, and (b) and (c) are cross-sectional views thereof, which are orthogonal to each other. (D) is a vertical connecting slide member 3-
It is a perspective view of s and ball (bearing) 5-e.

401 to 403 are perspective views of a seismic isolation device,
(B) and (c) are elevation views thereof. (B) and (c) are elevational views in mutually orthogonal directions. (D) is a cross-sectional view at a position parallel to (b). (E) (f) (g) is (a)
(E) is an upper (side) seismic isolation plate 3-a.
(F) is a perspective view of a vertically connecting slide member 3-s, and (g) is a perspective view of a lower (side) seismic isolation plate 3-b.

404 to 405: (a) is a perspective view of a seismic isolation device / sliding support, and (b) and (c) are cross-sectional views thereof, which are orthogonal to each other. (D) is a vertical connecting slide member 3-
FIG. 5 is a perspective view of the s and the intermediate sliding portion 6.

406 to 408 are perspective views of the seismic isolation device,
(B) and (c) are elevation views thereof. (B) and (c) are elevational views in mutually orthogonal directions. (D) is a cross-sectional view at a position parallel to (b). (E) (f) (g) is (a)
(E) is an upper (side) seismic isolation plate 3-a.
(F) is a perspective view of a vertically connecting slide member 3-s, and (g) is a perspective view of a lower (side) seismic isolation plate 3-b.

409 to 410: (a) is a perspective view of a seismic isolation device / sliding support, and (b) and (c) are cross-sectional views of the seismic isolation device and the sliding bearing, which are orthogonal to each other. (D) is a vertical connecting slide member 3-
It is a perspective view of s and ball (bearing) 5-e.

411 to 413 (a) are perspective views of a seismic isolation device,
(B) and (c) are elevation views thereof. (B) and (c) are elevational views in mutually orthogonal directions. (D) is a cross-sectional view at a position parallel to (b). (E) (f) (g) is (a)
(E) is an upper (side) seismic isolation plate 3-a.
(F) is a perspective view of a vertically connecting slide member 3-s, and (g) is a perspective view of a lower (side) seismic isolation plate 3-b.

414 to 415: (a) is a perspective view of a seismic isolation device / sliding bearing, and (b) and (c) are cross-sectional views thereof, which are orthogonal to each other. (D) is a vertical connecting slide member 3-
FIG. 5 is a perspective view of the s and the intermediate sliding portion 6.

416 to 418 are perspective views of the seismic isolation device,
(B) and (c) are elevation views thereof. (B) and (c) are elevational views in mutually orthogonal directions. (D) is a cross-sectional view at a position parallel to (b). (E) (f) (g) is (a)
(E) is an upper (side) seismic isolation plate 3-a.
(F) is a perspective view of a vertically connecting slide member 3-s, and (g) is a perspective view of a lower (side) seismic isolation plate 3-b.
419 to 479 show an embodiment of the rotation / twist prevention device.

FIG. 419 (a) is a perspective view of a seismic isolation device, and FIGS.
Is an elevation view thereof. (B) and (c) are elevational views in mutually orthogonal directions.

420 is a cross-sectional view at a position parallel to FIG. 419 (b).

FIG. 421 is a cross-sectional view at a position parallel to FIG. 419 (b).

FIG. 422 is a cross-sectional view at a position parallel to FIG. 419 (b).

FIG. 423A is a perspective view of the seismic isolation device, and FIGS.
Is an elevation view thereof. (B) and (c) are elevational views in mutually orthogonal directions.

FIG. 424 is a cross-sectional view at a position parallel to FIG. 423 (b).

FIG. 425 is a cross-sectional view at a position parallel to FIG. 423 (b).

FIG. 426 is a cross-sectional view at a position parallel to FIG. 423 (b).

427 to 429 are perspective views of the seismic isolation device,
(B) and (c) are elevation views thereof. (B) and (c) are elevational views in mutually orthogonal directions. (D) is a cross-sectional view at a position parallel to (b). (E) is a sectional view at a position parallel to (c). (F) (g) (h) is an exploded perspective view of (a), (f) is a perspective view of the upper (side) seismic isolation plate 3-a, (g) is a vertical guide slide portion 3-g. Perspective view of the 3-D seismic isolation plate with m (h): Lower (side) seismic isolation plate 3
It is a perspective view of -b.

430 to 432 are perspective views of the seismic isolation device,
(B) and (c) are elevation views thereof. (B) and (c) are elevational views in mutually orthogonal directions. (D) is a cross-sectional view at a position parallel to (b). (E) is a sectional view at a position parallel to (c). (F) (g) (h) is an exploded perspective view of (a), (f) is a perspective view of an upper (side) seismic isolation plate 3-a, (g) is a vertical guide slide member 3-g. Perspective view,
(H) is a perspective view of the lower (side) seismic isolation plate 3-b.

433 to 435 are perspective views of the seismic isolation device,
(B) and (c) are elevation views thereof. (B) and (c) are elevational views in mutually orthogonal directions. (D) is a cross-sectional view at a position parallel to (b). (E) (f) (g) is (a)
(E) is an upper (side) seismic isolation plate 3-a.
(F) is a perspective view of a vertical guide slide member 3-g, and (g) is a perspective view of a lower (side) seismic isolation plate 3-b.

FIGS. 436 (a) to 434 (a) to 434 (a).
(D) and the vertical guide slide member 3 of FIG.
It is the perspective view which showed -g. (B) and (c) are upper (side) seismic isolation plates 3-a (upper slide member) or lower (side) seismic isolation plates 3-b (lower slide member) and upper and lower guide slide members 3-g (intermediate portion). FIG. 5 is a plan view showing b from the relationship of (slide members).

4A to 439 are perspective views of the seismic isolation device,
(B) and (c) are elevation views thereof. (B) and (c) are elevational views in mutually orthogonal directions. (D) is a cross-sectional view at a position parallel to (b). (E) is a sectional view at a position parallel to (c). (F) (g) (h) is an exploded perspective view of (a), (f) is a perspective view of the upper (side) seismic isolation plate 3-a, (g) is a vertical guide slide portion 3-g. Perspective view of the 3-D seismic isolation plate with m (h): Lower (side) seismic isolation plate 3
It is a perspective view of -b.

440 to 442 are perspective views of the seismic isolation device,
(B) and (c) are elevation views thereof. (B) and (c) are elevational views in mutually orthogonal directions. (D) is a cross-sectional view at a position parallel to (b). (E) is a sectional view at a position parallel to (c). (F) (g) (h) is an exploded perspective view of (a), (f) is a perspective view of an upper (side) seismic isolation plate 3-a, (g) is a vertical guide slide member 3-g. Perspective view,
(H) is a perspective view of the lower (side) seismic isolation plate 3-b.

443 to 445 are perspective views of the seismic isolation device,
(B) and (c) are elevation views thereof. (B) and (c) are elevational views in mutually orthogonal directions. (D) is a cross-sectional view at a position parallel to (b). (E) is a sectional view at a position parallel to (c). (F) (g) (h) is an exploded perspective view of (a), (f) is a perspective view of an upper (side) seismic isolation plate 3-a, (g) is a vertical guide slide member 3-g. Perspective view,
(H) is a perspective view of the lower (side) seismic isolation plate 3-b.

446 to 447 are perspective views of the seismic isolation device, (b) and (c) are elevational views in directions orthogonal to each other, and (d), (e), and (f) are It is an exploded perspective view of (a),
(D) is a perspective view of the upper (side) seismic isolation plate 3-a, (e) is a perspective view of the vertical guide slide member 3-g, and (f) is a perspective view of the lower (side) seismic isolation plate 3-b. It is.

FIGS. 448 to 449 are perspective views of the seismic isolation device, wherein (b) and (c) are elevation views in a direction orthogonal to each other, and (d), (e), and (f) It is an exploded perspective view of (a),
(D) is a perspective view of the upper (side) seismic isolation plate 3-a, (e) is a perspective view of the vertical guide slide member 3-g, and (f) is a perspective view of the lower (side) seismic isolation plate 3-b. It is.

450 to 452 are perspective views of the seismic isolation device,
(B) and (c) are elevation views thereof. (B) and (c) are elevational views in mutually orthogonal directions. (D) is a cross-sectional view at a position parallel to (b). (E) is a sectional view at a position parallel to (c). (F) (g) (h) is an exploded perspective view of (a), (f) is a perspective view of an upper (side) seismic isolation plate 3-a, (g) is a vertical guide slide member 3-g. Perspective view,
(H) is a perspective view of the lower (side) seismic isolation plate 3-b.

453 to 454 are (a) perspective views of the seismic isolation device, (b) and (c) being elevation views in directions orthogonal to each other, and (d), (e), and (f) It is an exploded perspective view of (a),
(D) is a perspective view of the upper (side) seismic isolation plate 3-a, (e) is a perspective view of the vertical guide slide member 3-g, and (f) is a perspective view of the lower (side) seismic isolation plate 3-b. It is.

455 to 457 are perspective views of the seismic isolation device,
(B) and (c) are elevation views thereof. (B) and (c) are elevational views in mutually orthogonal directions. (D) is a cross-sectional view at a position parallel to (b). (E) is a sectional view at a position parallel to (c). (F) (g) (h) is an exploded perspective view of (a), (f) is a perspective view of an upper (side) seismic isolation plate 3-a, (g) is a vertical guide slide member 3-g. Perspective view,
(H) is a perspective view of the lower (side) seismic isolation plate 3-b.

458 (a) and (b) are perspective views of the seismic isolation device.

FIG. 459 is a perspective view of the seismic isolation device.

460 (a) and (b) are perspective views of the seismic isolation device.

461] (a) and (b) are perspective views of the seismic isolation device. [FIG.

462 to 464 are perspective views of the seismic isolation device,
(B) and (c) are elevation views thereof. (B) and (c) are elevational views in mutually orthogonal directions. (D) is a cross-sectional view at a position parallel to (b). (E) is a sectional view at a position parallel to (c). (F) (g) (h) is an exploded perspective view of (a), (f) is a perspective view of an upper (side) seismic isolation plate 3-a, (g) is a vertical guide slide member 3-g. Perspective view,
(H) is a perspective view of the lower (side) seismic isolation plate 3-b.

465 to 466 are perspective views of the seismic isolation device, (b) and (c) are elevational views in directions orthogonal to each other, and (d), (e), and (f) are It is an exploded perspective view of (a),
(D) is a perspective view of the upper (side) seismic isolation plate 3-a, (e) is a perspective view of the vertical guide slide member 3-g, and (f) is a perspective view of the lower (side) seismic isolation plate 3-b. It is.

467 to 469 are perspective views of the seismic isolation device,
(B) and (c) are elevation views thereof. (B) and (c) are elevational views in mutually orthogonal directions. (D) is a cross-sectional view at a position parallel to (b). (E) is a sectional view at a position parallel to (c). (F) (g) (h) is an exploded perspective view of (a), (f) is a perspective view of an upper (side) seismic isolation plate 3-a, (g) is a vertical guide slide member 3-g. Perspective view,
(H) is a perspective view of the lower (side) seismic isolation plate 3-b.

470 to 471] (a) is a perspective view of the seismic isolation device, (b) and (c) are elevation views in a direction orthogonal to each other, and (d), (e), and (f) are It is an exploded perspective view of (a),
(D) is a perspective view of the upper (side) seismic isolation plate 3-a, (e) is a perspective view of the vertical guide slide member 3-g, and (f) is a perspective view of the lower (side) seismic isolation plate 3-b. It is.

472 to 474 are perspective views of the seismic isolation device,
(B) and (c) are elevation views thereof. (B) and (c) are elevational views in mutually orthogonal directions. (D) is a cross-sectional view at a position parallel to (b). (E) is a sectional view at a position parallel to (c). (F) (g) (h) is an exploded perspective view of (a), (f) is a perspective view of the upper (side) seismic isolation plate 3-a, (g) is a vertical guide slide portion 3-g. Perspective view of the 3-D seismic isolation plate with m (h): Lower (side) seismic isolation plate 3
It is a perspective view of -b.

475 to 477 are perspective views of the seismic isolation device,
(B) and (c) are elevation views thereof. (B) and (c) are elevational views in mutually orthogonal directions. (D) is a cross-sectional view at a position parallel to (b). (E) is a sectional view at a position parallel to (c). (F) (g) (h) is an exploded perspective view of (a), (f) is a perspective view of the upper (side) seismic isolation plate 3-a, (g) is a vertical guide slide portion 3-g. Perspective view of the 3-D seismic isolation plate with m (h): Lower (side) seismic isolation plate 3
It is a perspective view of -b.

Fig. 478: Triple (or triple or more) seismic isolation plate seismic isolator / upper (side) seismic isolation plate 3 of sliding bearing as shown in Figs.
It is a perspective view of -a or a lower (side) seismic isolation plate 3-b.

FIG. 479. Triple (or triple or more) seismic isolation plate seismic isolator / upper (side) seismic isolation plate 3 of sliding bearing as shown in FIGS.
It is a perspective view of -a or a lower (side) seismic isolation plate 3-b. 480 to 481 show an embodiment of a bearing with cushioning material.

480 is a perspective view of the seismic isolation device, and FIG. 480 is a cross-sectional view thereof.

481 (a) is a perspective view of the seismic isolation device, and (b) is a cross-sectional view thereof. FIG. 482 to FIG. 483 show an embodiment of an elastic material / plastic material spread bearing.

482 (a) is a perspective view of the seismic isolation device, and (b) is a cross-sectional view thereof.

483 (a) is a perspective view of the seismic isolation device, (b) (c)
Is a cross-sectional view thereof, (b) is a normal state, and (c) is a cross-sectional view at the time of earthquake amplitude. FIG. 484 shows an embodiment of the displacement suppressing device.

Fig. 484 is a sectional view of the seismic isolation device. FIG. 485 to FIG.
Reference numeral 86 denotes an embodiment of a collision impact absorbing device.

485 (a) and (b) are cross-sectional views of the seismic isolation device.
(A) is a sectional view at a normal time, and (b) is a sectional view at an earthquake amplitude.

486 (a) and (b) are cross-sectional views of the seismic isolation device.
(A) is a sectional view at a normal time, and (b) is a sectional view at an earthquake amplitude. 487 to 488 show a flowchart of an analysis program of the sliding type seismic isolation device without resonance.

Fig. 487 is a flowchart of an analysis program by the Runge-Kutta method.

FIG. 488 is a flowchart of an analysis program by the Wilson θ method. FIGS. 489 to 490 show an embodiment of the seismic isolation equipment.

Fig. 489 is a cross-sectional view of the seismic isolation drainage facility.

FIG. 490 is a sectional view of a seismic isolation drainage facility. Fig. 491
FIG. 492 to FIG. 492 show an embodiment of a method of installing a seismic isolation device on a superstructure base or a base portion.

FIG. 49A is an elevation view when a seismic isolation device is attached to a unit. (B) is a partially detailed plan view thereof.

FIG. 492 (a) is an assembly elevation view when a seismic isolation device is attached to a unit. (B) is a plan view of the unit after assembly viewed from below the lower member (base) 52.

[Explanation of symbols]

A: Supported structure or seismic isolated structure B: Supported structure or seismically isolated structure A supporting structure A, C ... Restoration device (gravity restoration type seismic isolation device, sliding bearing) , Including laminated rubber type and spring type), D: seismic isolation device / sliding bearing, E: detachment preventing device, F: pull-out preventing device / sliding bearing, G: fixing device, Gd: fixing device with high earthquake sensitivity G-s: Fixing device with low seismic sensitivity, G-wd: Fixing device with high wind sensitivity, G-ws: Fixing device with low wind sensitivity, G-m: Relay intermediate fixing device, G-m1: Relay intermediate fixing Device (first relay), G-m2: Relay intermediate fixing device (second relay), G-mn: Relay intermediate fixing device (relay n), Ge: Relay terminal fixing device, H: Horizontal seismic isolation device I: Vertical seismic isolation device J: Earthquake sensor (amplitude) device -A: Earthquake sensor amplitude device, Jb: Earthquake sensor (with a power supply that activates the operation part of the fixing device of the fixing device by a signal from the earthquake sensor), Jk: Earthquake power generation device type earthquake sensor, K: Earthquake Power generation device, L: anti-rotation / twist device, b: upper (side) seismic isolation plate 3-a and lower (side) seismic isolation plate 3-
b rotates by an angle φ / 2 at a time, and slides up and down
The part 3-s and the length of the hypotenuse where the corner of the contacting part is chamfered at an angle of φ / 2 with the guide part 3-d of the upper / lower guide slide member / part, d ... Upper (side) seismic isolation plate 3-a And the lower (side) seismic isolation plate 3-
b, the gap between the guide portion 3-d of the upper and lower guide slide portion, h ... the overhang of the guide portion 3-d of the upper and lower connecting slide member / portion 3-s and the upper / lower guide slide member / portion 3-g. L, the length in the moving direction of the vertical connecting slide member / part 3-s and the guide portion 3-d of the vertical guide slide member / part, t: the vertical connecting slide member / part 3-s, And the thickness of the guide portion 3-d of the upper and lower guide slide members / parts, φ: the rotation angle allowed by the rotation / twist prevention device, 1: seismically isolated structure and its members, 1-s: seismically isolated A slab of a structure, 1-a: an insertion tube (connecting member) of a piston-like member 2-p composed of a member of a structure to be seismically isolated, 1-p: a piston-shaped member composed of a member of a structure to be seismically isolated (Connecting member), 1-g ... fixation of seismically isolated structure 1-x: Universal rotary contact (connecting member) for connecting the support members of the device to each other, 1-x: Fixing of seismically isolated structure; 2 ... Supported structure or seismically isolated structure A structure supporting A and its members and a base portion; 2-a ... insertion tube (connection member) of piston-like member 1-p consisting of members of the structure supporting the structure to be seismically isolated; 2-p ... 2-g a supporting member (connecting member) consisting of a member of a structure supporting the structure to be seismically isolated; 2-g a piston-like member (connecting member) consisting of a member of a structure supporting the structure to be seismically isolated; -X: Universal rotating contact (connecting member) that connects the support members made of the members of the structure to be seismically isolated, 3: Seismic isolation plate, 3-a: Upper seismic isolation plate, or upper seismic isolation plate (double or more) Upper seismic isolation plate that sandwiches the middle sliding part of the seismic isolation plate and the sliding bearing of the upper) Or upper sliding member, 3-b: lower seismic isolation plate, or lower seismic isolation plate (lower seismic isolation plate sandwiching the intermediate sliding part of the double or more seismic isolation plate seismic isolation device / slide bearing), or lower slide 3-m: Intermediate seismic isolation plate or intermediate slide member 3-m1: Intermediate seismic isolation plate (Part 1) 3-m2: Intermediate seismic isolation plate (Part 2) 3-m3: Intermediate seismic isolation Dish (Part 3), 3-m4 ... Intermediate seismic isolation plate (Part 4), 3-m5 ... Intermediate seismic isolation plate (Part 5), 3-m6 ... Intermediate seismic isolation plate (Part 6), 3-t ... Isolated 3-s: Up and down connecting slide members / parts (slide members / parts connecting seismic isolation plates), 3-g: Up / down guide slide members・ Parts, outer guides,
Inner guide portion, 3-gi: groove into which upper and lower guide slide members / parts are inserted, 3-c: seal or dustproof cover around the side surface of the seismic isolation plate, 3-d: upper / lower connecting slide member / portion 3-s, And a guide portion of the upper / lower guide slide member / portion 3-g, 3-u: protrusion on the seismic isolation plate, 3-v: depression on the seismic isolation plate (entrance of protrusion 3-u on the seismic isolation plate), 3-e: elastic or plastic material laid or attached to the seismic isolation plate, 3-r: rack, 3-l: guide, 4: slide member, 4-i: inner slide member, 4-o ... Outer slide member, 4-oi: Second and subsequent slide members, 4-p: Slide stopper, 4-v: Upper slide hole, 4-a: Upper slide member, 4-as: Upper slide member 4-al: Lower member of upper slide member, 4-al1: Upper slide 4-al2: Lower member of the upper slide member, 4-b: Lower member of the slide member, 4-bs: Seismic isolation plate of the lower slide member, 4-bu: Upper member of the lower slide member, 4- bu1: Upper member of the lower slide member; 4-bu2: Upper member of the lower slide member; 4-m: Middle slide member; 4-mm: Intermediate member of the middle slide member; 4-av: Above the upper slide member 4-bv: slide hole on the lower slide member; 4-alv: slide hole on the lower member of the upper slide member; 4-buv: slide hole on the upper member of the lower slide member; -C: holding member (such as a plate) for the slide member; 4-s: holding spring for the slide member (spring, air spring,
An elastic body such as rubber or laminated rubber, or an elastic body such as a magnet (using a repulsive attraction between magnets) is referred to as a “spring or the like”), 4-fs... t: a bundle supporting a slide member 5: a roller ball (bearing) portion or a sliding portion (referred to as a sliding portion) 5-a: a vertical seismic isolation device or a cylinder of a sliding portion 5-b: a vertical seismic isolation device 5-c: Vertical seismic isolation device or the tip of a sliding part attached to the tip of a spring or the like inserted into the cylinder of the sliding part. 5-d: Vertical seismic isolation device or sliding part. 5-e: Ball (bearing), 5-f: Roller (bearing), 5-fr: Gear of roller (bearing), 5-fl: Guide insertion of roller (bearing) Groove, 5-er ... Ball bearing circulation type rolling plan Return hole / return ball row, 5-fr: Roller bearing circulation type rolling guide return hole / return roller row, 5-g: Cage (ball bearing / roller bearing), 5-u: Upper sliding part (upper surface), 5 -L: Lower part of sliding part (lower surface); 6: Middle sliding part or intermediate sliding part (referred to as intermediate sliding part) with roller ball (bearing); 6-u: Upper part of sliding part (upper surface); Lower part of the sliding part (lower surface), 6-a: first intermediate sliding part, 6-b: second intermediate sliding part, 6-c: third intermediate sliding part, 6-d: roller ball (bearing) 7-a ... piston-like member 7-p 7-fixing pin, fixed engaging friction material, pin (the following branch numbers are also used for the explanation number of the delay unit / generator) Insertion cylinder / cylinder (fixed pin mounting part), 7-aa ... anterior chamber of the piston 7-p into the insertion cylinder / cylinder 7-ab ... auxiliary chamber (such as an earthquake sensor amplitude device) of the insertion cylinder / cylinder of the piston 7-p and a passage 7-abj ... 7-ac: a liquid storage tank or the outside; 7-acj: an insertion cylinder or an auxiliary chamber 7- of the piston-like member 7-p. 7-acjr... lock valve 20-1 for outlet path 7-acj
7-ao ... insertion tube 7-a, accessory chamber 7-ab, liquid storage tank 7
7-b: threading for attaching / detaching the fixing pin; 7-c: notch / groove / dent for locking the fixing pin; d: male screw, 7-e: pipe, 7-ec: connecting pipe to other fixing device, 7-er: return pipe, return path, return port (liquid storage tank 7-a)
c or a return port of the piston-like member 7-p from the outside to the insertion cylinder or the auxiliary chamber 7-ab), 7-f ... valve, 7-fs ... check valve, 7-fso ... check valve (tubular type) 7-fb: ball-type valve, 7-sf: slide-type lock valve, 7-sfo: opening hole of the slide-type lock valve, 7-sff: part other than the opening hole of the slide-type lock valve, 7-sfp … Sliding type lock valve resistance plate, 7-ef… Electric valve, solenoid valve, mechanical valve, hydraulic / pneumatic (hydraulic /
7-mf: Manual valve (for manual fixing in strong wind) 7-g: Horizontal mount 7-h: Working part (extrusion part, pulling part, etc.), 7-i: Valve 7-f 7-j ... holes (also grooves), 7-jo ... holes through which gas exits 7-a in the cylinder, 7-ji ... holes through which gas enters 7-a in the cylinder, 7-ja ... air vent pipe, 7-jc ... connection port to other fixing device, 7-jcf ... plugging material for connection port 7-jc (when not using connection port), 7-jr ... return hole / groove, 7- js: a pipe / groove provided in the cylinder / piston member; 7-k: a notch / groove / dent into which the first lock member 7-1 is inserted; 7-1: a first lock member, 7-m ... Notches / grooves / dents into which the second lock members 7-n are inserted, 7-n ... second lock members, 7-o ... springs, etc. 7-p 7-pa: a cylindrical piston-like member having a groove 7-pr on the surface and freely rotatable by a rotating mandrel 7-x; 7-pb ... A member having a support point 7-z for a wire, a rope, a cable, a rod, etc. 8 in cooperation with a piston-like member 7-pa and a rotating mandrel 7-x; 7-pc ... dustproof / waterproof at the opening of the insertion tube 7-a Cover, 7-pd: sealing member of the dustproof / waterproof cover 7-pc, 7-pg: guide provided on the surface of the piston-like member 7-pa (with the pin 7-ph fitted into the piston, The member 7-pa moves.) 7-ph: a pin that fits into the guide 7-pg to define the movement of the piston-like member 7-pa 7-pha: an insertion cylinder of the pin 7-ph 7-pi: a guide 7 -Pg, the piston-like member 7 p
The point 7-pj where the pin 7-ph is located when a is most outside the cylinder 7-a. On the guide 7-pg, the piston 7-p
The point where the pin 7-ph is located when a is most inside the cylinder 7-a. 7-pk: linear portion of the guide 7-pg 7-pl: curved portion of the guide 7-pg 7-pm: fixed 7-pp: a pipe for sending liquid from the piston-like member of the wind sensor; 7-psa: an external fixed pin (of a separate fixed pin); 7-psb: an external fixed pin 7 -Psa, an end in contact with the internal fixed pin 7-psc; 7-psc ... an internal fixed pin (of a separate fixed pin); 7-psd ... an external fixed pin 7 of an internal fixed pin 7-psc 7-q: wind sensor (with a power supply that activates the fixing pin of the fixing device by a signal from the wind sensor) 7-qd: wind generator type wind sensor 7-ql: wind sensor / earthquake Signal line from the sensor (wire Cable, rod, electric cord, or pipe through which liquid or gas such as oil flows), 7-r: plate receiving wind pressure (wind pressure plate), 7-s: fixing pin of shear pin type, 7-t: wind pressure 7-u: a hydraulic pump that operates the fixing device; 7-v: an insertion portion of a fixing pin or the like (in the case of a fixed side other than the support side, a fixing pin receiving member); 7-vs: insertion 7-vsh: Supporting material supporting the sliding surface on the upper part of the insertion part 7-v; 7-vm: Recessed insertion part (fixed pin receiver) such as a mortar-shaped or spherical fixing pin 7-vmc... A concave-shaped insertion portion such as a mortar-shaped or spherical-shaped fixed pin having a reduced radius of curvature or a higher gradient at the center (fixed pin receiving member), 7-vmr. An uneven member (fixed) that receives a fixing pin (or its tip 7-w) 7-vmt... A convex-shaped member (fixing pin receiving member) such as a mortar-shaped or spherical shape for receiving the fixing pin (or its tip 7 -w); 7-vn... 7-w: frictional material having a large frictional resistance 7-x: rotating shaft / rotating mandrel, rotating shaft insertion portion, 7-y: tail wing, 7-z: Supporting point of wire, rope, cable, rod 8, 8: Wire, rope, cable, rod, etc. 8-f: Flexible member (connection member) such as wire, rope, cable, etc. 8-fj ... 8-d ... rod etc. 8-e ... end of 8-d rod etc. 8-j ... rod etc 8-d 8 flexible joints u: upper chord material, 8-l: lower chord material, 8-r: release, 8-rf: fixing material of the release, 8-y: wire, rope, cable, rod, etc. 8 provided on the suspension material 20-s 8-z: a joint that can be twisted in a vertical direction and freely rotate in the horizontal direction; 8-d: a joint that can freely rotate in the horizontal direction; c: compression springs, etc. 9-t: tension springs, etc. 9-u: horizontal vibration springs, etc. 10: stopping members such as springs (seismic isolated structure immediately below (in the reverse case, 11) A lock member for the fixed pin (a member for locking the fixed pin), 11-a a lock member for the lock member for the fixed pin (fixed) 11-o ... fixed pin 7 and lock member 1 11-s: a fixing member that enables the locking member 11 of the fixing pin to slide and restricts the sliding member in a direction other than the sliding direction; 11-v: a locking hole of the locking member 11 of the fixing pin; 11-x: a fixing pin , A rotating mandrel of the lock member 11, 12... Hanging members for the fixing pins, 12-f... Mounting portions for the hanging members and springs of the fixing pins (the seismically isolated structure having the mounting portions 12-f, 13) Attached to the structure supporting the seismically isolated structure), 13: Seismic sensor amplitude device (pendulum type), 14: Earthquake sensor amplitude device (gravity restoration type), 15: Earthquake sensor amplitude Device (spring restoration type), 15-s: Sensitivity adjustment screw of seismic sensor amplitude device 15, 16: Cutting blade, 17: Acting part (extrusion portion of seismic sensor (amplitude) device
18: cushioning material, cushioning material such as viscous material, 19: wire, rope, pulley for cable, 19-a: displacement of wire, rope, cable, rod, etc. 8 in tension (compression) direction only A guide member such as a roller which converts to a resistance and which does not cause resistance; 19-i: a rotating shaft and a mounting portion of the pulley 19; 20: a weight, a weight vibrating at the time of an earthquake of a seismic sensor (amplitude) device; When the frequency of the weight approaches the frequency of the earthquake, that is, when the weight approaches the resonance range, it vibrates, and the surrounding material 20-a ... (also becomes a weight) 20-b ... 20-bb: small ball incorporated in the ball-type weight; 20-bs: upper retainer of ball-type weight 20-b (attached to the fixing device body); 20-c: piston-like member 7 A cover material for the clearance between the weights 20 and 20-b and the outlet / outlet path acj to the liquid storage tank 7-ac or the outside from the insertion cylinder 7-a or the auxiliary chamber 7-ab of the -p; A pipe serving as a cover for the gap between the weights 20 and 20-b and the outlet / outlet path acj to the liquid storage tank 7-ac or the outside from the insertion cylinder 7-a or the auxiliary chamber 7-ab of the member 7-p; cp: Exit by operation of weight 20, 20-b
20-cpt: tip of the lock valve pipe in contact with the weight; 20-cpo: opening of the lock valve pipe 20-cpi: suction port of the lock valve pipe 20-cps: lock valve Pipe support (attached to the fixing device main body), 20-cps ... Spherical mortar or cylindrical trough for sliding (sliding / rolling) the weights 20 and 20-b of the lock valve pipe support and the seismic sensor amplitude device. 20-cpssu: Sensor-isolated plate 20-cpss, also used as sensor seismic isolation plate (attached to the fixing device body) 20-cpso: an opening for supporting the lock valve pipe 20-cs: attached to the fixing device main body Tube 20-cp Te
Receiving material (attached to the main body of the fixing device) for interrupting the flow from the pipe 20-cp in the normal state, 20-d: rising priest-type weight, 20-da: rising priest-type Weight portion 20-d of the weight 20-d 20-db ... Connecting portion 20-d of the rising priest-type weight 20-d 20-dc Valve portion of the rising priest-type weight 20-d 20-e ... Valve by weight, 20-f ... Attachment portions of suspension members of weights 20 and 20-a (attached to a structure supporting a structure to be seismically isolated), 20-h... (2 of suspension members such as suspension members 20 and 20-a and 20-e)
The fulcrum of the pendulum (0-s), 20-i ... weights 20, 20-a and 20-e (2 such as hanging materials)
20-j ... weights 20, 20-a, 20-e (suspension members 2)
20-k ... weights 20, 20-a, 20-e (suspending material 2 etc.)
20-l: Lock valve, 20-lt ... Tip that comes into contact with the weight of lock valve 20-1, 20-ls ... Lock valve 20 attached to the fixing device body
A receiving portion (attached to the fixing device main body) for receiving the -l and interrupting a normal flow; 20-s ... hanging members of the weights 20 and 20-a; 20-p ... a lock valve 20-l; Weight 20, 20 in conjunction
20-pu: an upper member of the pin 20-p; 20-pd: a lower member of the pin 20-p; 20-pp: an upper member and a lower member of the pin 20-p. 20-prs: racks engraved on the pins 20-p, 20-prs: racks engraved on the pins 20-p, 21: automatic fixing device restoring devices, 22: automatic control devices for fixing devices, 22-a: Fixing device automatic control device (electromagnet), 22-b: Fixing device automatic control device (motor), 23: Electric wire, 23-c: Contact point of electricity, etc., 24: Slide device for amplitude adjustment, 25 ... springs, etc. 25-a ... restoring springs, etc. 25-b ... detachment preventing springs, etc. 26 ... cushioning material, elastic material, plastic material, 26-a ... cushioning material, 26-b ... elastic material, 26-c: a rigid member having a cushioning / elastic material; 27 ... 27-p: Holding washer or plate for engaging member connecting member, 28: Hard plate (laminated rubber), 29: Rubber or spring (including air spring) body, 30: Plastic or water soluble in organic solvent Plastic that melts in, 31 ... (new gravity restoring seismic isolation device, seismic sensor (amplitude) device, fixing device, damper) trumpet-shaped or mortar-shaped insertion hole or insertion hole with rollers, 32 ... Slide device for absorbing vertical displacement of sliding part, 33: ground, 34: trumpet-shaped or mortar-shaped insertion port with spring, etc. for restoration, or roller-inserted part 35: sliding part, middle sliding part of seismic isolation plate, Depressions such as balls and rollers, 36: interlocking mechanism, 36-a: pin, 36-b: lever, 36-bf: valve part by lever, 36-c: rack, 36-cp: rack plate, 36-ca ... How to move A rack having teeth inclined at different angles every time; 36-cb... A movable member having a rack 36-ca and connected at a fulcrum 36-cc to an arm member 7-pm protruding from the fixed pin 7; The movable member 36-cb is attached to the arm member 7-pm.
A movable fulcrum to which is connected 36-cd: rack, slide such as weight, 36-cg: guide (supports slide member 36-cs), 36-cs: slide member (having rack 36-c on the surface) 36-cw: weight whose weight can be freely changed 36-d: gear, 36-di: rotating shaft and mounting part of gear, 36-dti: mounting part of lever to gear (point of operation of lever), 36- da: a gear having teeth inclined at different angles for each rotation direction; 36-e: a gear; 36-ea: a small gear integrated with the rotation axis of the gear; 36-ei: a rotation axis and a mounting portion of the gear; 36-f: Moving pulley, 36-g: Constant pulley, 36-h: Lever fulcrum, 36-hs: Lever fulcrum support, 36-i: Pulley / gear rotating shaft and mounting part, 36-il … Freely rotate the pulley / gear rotating shaft Bearings supporting to allow de, 36-j ... in leverage point, wire had attached to the lever,
36-ja: Support point of the lock member 11 at the point of action of the lever 36-k ... Support point of the wire, rope, rod, etc. 8 attached to the gear, 36-1: Leverage of the lever At the point of force, the point of transmission of the force from the weight 20, 20-b or the lock valve 20-1 to the lever, 36-m: insertion portion of the lever's point of force, 36-n: escape wheel & pinion 36-o ... ankle 36- p: nail of ankle 36-o (1) 36-q: nail of ankle 36-o (2) 36-r: fulcrum of ankle 36-o 36-s: flexible material 36-t: flexible joint 36-ta ... Flexible protective cover 36-u: surface member 36-ue: gentle slope of surface member 36-u 36-us: steep slope of surface member 36-u 36-um: surface material of surface member 36-u 36-vm: earthquake Sensor amplitude device weight 0,20-
36-vmc Seismic isolation plate (sensor seismic isolation plate), concave sliding surface part such as spherical surface, mortar or cylindrical valley surface, V-shaped valley surface, etc. for sliding (sliding / rolling) b ... central sensor seismic isolation plate, 36-vmo ... outer peripheral sensor seismic isolation plate, 36-vmr ... sensor seismic isolation plate 36-vm, return route (road) to the center (normal position), 36-vmri ... sensor Return port of the seismic isolation plate 36-vm, 36-w ... water turbine (windmill), 36-wa ... water turbine (windmill) blade (flexible), 36-wb ... water turbine (windmill) blade 36-wa 36-z ... a horizontally shaped hole (for transmitting only tensile force and not transmitting compressive force with an amplifier or the like, or vice versa), 37 ... input interlocking part, 38 … Output interlocking part, 39… Pin with bolt etc. State fixing, 40 ... L-shaped member (of the transmission device with limited tensile force), 41 ... Transverse member on a foundation such as a base, 42 ... Structural plywood, etc., 43 ... Column, 44 ... Generator 45 ... Lock member Control device (electromagnet) 46 ... Lock member control device (motor) 47 ... Lock member control device 48 ... Drain pipe, 48-2 ... Drain pipe of intermediate drainage basin, 48-p ... (Intermediate) drain installed in drain pipe Masu lid, 48-ps ... elastic seal between the drain basin lid and the drain basin installed in the drain pipe, 49 ... drain basin, 50 ... intermediate drain basin, 50-b ... restoration spring of the intermediate drain basin, etc. 51 ... Unit body 51 '... Adjacent unit body 52 ... Unit lower member (base) 52' ... Adjacent unit lower member (base) 53 ... Unit column 53 '... Adjacent unit column 54 ... Seismic isolation device 55 ... Protruding part 56 of seismic device Foundation

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[Procedure amendment]

[Submission date] January 5, 2000 (2000.1.5)

[Procedure amendment 1]

[Document name to be amended] Statement

[Correction target item name] Brief description of drawings

[Correction method] Change

[Correction contents]

BRIEF DESCRIPTION OF THE DRAWINGS FIGS. 1 to 11 show a cross-shaped seismic isolator / sliding bearing, a cross gravity restoring type seismic isolator / sliding bearing, and a cross gravity restoring pull-out prevention device / sliding bearing. It is an example.

FIG. 1 (a) is a perspective view of a seismic isolation device / sliding bearing, and FIGS. 1 (b) and 1 (c) are cross-sectional views thereof, which are orthogonal to each other.

2 (a) is a perspective view of a seismic isolation device and a sliding bearing, and FIGS. 2 (b) and 2 (c) are cross-sectional views thereof, which are orthogonal to each other.

FIG. 3 (a) is a perspective view of a seismic isolation device and a sliding bearing, and FIGS. 3 (b) and 3 (c) are cross-sectional views thereof, which are orthogonal to each other.

FIG. 4 (a) is a perspective view of a seismic isolation device and a sliding bearing, and FIGS. 4 (b) and 4 (c) are cross-sectional views thereof, which are orthogonal to each other.

FIG. 5 (a) is a perspective view of a seismic isolation device / sliding bearing, and FIGS. 5 (b) and (c) are cross-sectional views thereof, which are orthogonal to each other.

FIG. 6 (a) is a perspective view of the seismic isolation device / sliding bearing, and FIGS. 6 (b) and (c) are cross-sectional views thereof, which are orthogonal to each other.

FIG. 7 (a) is a perspective view of a seismic isolation device and a sliding bearing, and FIGS. 7 (b) and (c) are cross-sectional views thereof, which are orthogonal to each other. An embodiment of the vertical displacement absorbing device is also shown.

8 (a) is a perspective view of a seismic isolation device and a sliding bearing, and FIGS. 8 (b) and 8 (c) are cross-sectional views thereof, which are orthogonal to each other.

9 (a) is a perspective view of the seismic isolation device / sliding bearing, and FIGS. 9 (b) and 9 (c) are cross-sectional views thereof, which are orthogonal to each other.

FIG. 10 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 11 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other. FIGS. 12 to 17 show an embodiment of the present invention with a cross-type seismic isolation device and sliding bearing, and a cross gravity restoring type seismic isolation device and sliding bearing with an intermediate sliding portion.

FIG. 12 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

13A and 14B are perspective views of the seismic isolation device and the sliding bearing, FIGS. 13B and 13C are cross-sectional views thereof, which are orthogonal to each other, and FIG. 13D is a detailed perspective view. (e) (f) (g) (h) is a cross-sectional view at the time of the earthquake amplitude, (g) (h) is at the maximum, (e) (f) is halfway, (e) (g) ) Is viewed from the base direction, and (f) and (h) are viewed from the direction facing the base direction.

FIG. 15 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

16A and 17B are perspective views of a seismic isolation device and a sliding bearing, FIGS. 16B and 16C are cross-sectional views thereof, which are orthogonal to each other, and FIG. 16D is a detailed perspective view. (e) (f) (g) (h) is a cross-sectional view at the time of the earthquake amplitude, (g) (h) is at the maximum, (e) (f) is halfway, (e) (g) ) Is viewed from the base direction, and (f) and (h) are viewed from the direction facing the base direction. 18 to 20
Is an embodiment of a pull-out preventing device, an intermediate sliding portion of a sliding bearing, and a pull-out preventing device and a sliding bearing containing rollers and balls (bearings).

FIG. 18 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 19 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 20 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other. 21 to 33 show an embodiment of a laminated rubber / rubber / spring prevention device / sliding bearing with a spring.

FIG. 21 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 22 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 23 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 24 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 25 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 26 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 27 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 28 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 29 (a) is a perspective view of the seismic isolation device / sliding bearing, (b) (c)
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 30 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 31 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 32 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 33 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other. 34 to 37 show a pull-out prevention device with a restoration / damping spring.
3 shows an embodiment of a sliding bearing.

FIG. 34 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 35 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other. (a
-1) (a-2) (a-3) (a-4) are perspective views of the slide stopper 4-P. (a-1) and (a-2) are one set, and (a-3) and (a-4) are one set. (a-1) and (a-3) are slide stoppers 4-P of the upper slide member 4-a, and (a-2) and (a-4) are slide stoppers of the lower slide member 4-b. 4-P.

FIG. 36 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other. (a
-1) (a-2) (a-3) (a-4) are perspective views of the slide stopper 4-P. (a-1) and (a-2) are one set, and (a-3) and (a-4) are one set. (a-1) and (a-3) are slide stoppers 4-P of the upper slide member 4-a, and (a-2) and (a-4) are slide stoppers of the lower slide member 4-b. 4-P.

FIG. 37 (a) is a perspective view of the seismic isolation device / sliding bearing, and (b) (c)
Are cross-sectional views thereof, which are orthogonal to each other. (a
-1) (a-2) is a perspective view of the slide stopper 4-P. FIG.
8 to 41 show an embodiment of enhancement of the pull-out prevention function.

FIG. 38 (a) is a perspective view of the seismic isolation device / sliding bearing, (b) (c)
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 39 (a) is a perspective view of the seismic isolation device / sliding bearing, (b) (c)
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 40 (a) is a perspective view of the seismic isolation device / sliding bearing, and (b) (c)
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 41 (a) is a perspective view of the seismic isolation device / sliding bearing, (b) (c)
Are cross-sectional views thereof, which are orthogonal to each other. (a
-1) is a perspective view illustrating a configuration of an engagement member connecting member 27. FIG. 42 shows an embodiment of the new pull-out prevention device / sliding bearing.

FIG. 42 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other. 43 to 56 show an embodiment of improvement of the pull-out prevention device and the sliding bearing.

FIG. 43 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 44 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 45 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 46 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 47 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 48 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 49 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 50 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 51 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 52 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 53 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 54 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 55 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 56 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other. 57 to 59 show an embodiment of the new pull-out prevention device and the sliding bearing.

FIG. 57 (a) is a perspective view of the seismic isolation device / sliding bearing, and (b) (c)
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 58 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

Fig. 59 (a) is a perspective view of the seismic isolation device and sliding bearing, (b) (c)
Are cross-sectional views thereof, which are orthogonal to each other. FIGS. 60 to 62 and FIG. 64 show an embodiment of the gravity restoring type anti-pulling-out device / sliding bearing.

FIG. 60 (a) is a perspective view of the seismic isolation device / sliding bearing, (b) (c)
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 61 (a) is a perspective view of the seismic isolation device / sliding bearing, and (b) (c)
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 62 (a) is a perspective view of the seismic isolation device / sliding bearing, (b) (c)
Are cross-sectional views thereof, which are orthogonal to each other.

FIGS. 64 (a) and (b) are cross-sectional views of a seismic isolation device and a sliding bearing, which are orthogonal to each other. FIG. 63 shows an embodiment of the new pull-out prevention device / sliding bearing.

63 (a) and (b) are cross-sectional views of the seismic isolation device and the sliding bearing, which are orthogonal to each other. 65 to 66,
9 shows an embodiment of a new pull-out prevention device with a spring and a sliding bearing.

FIG. 65 is a sectional view of a seismic isolation device and a sliding bearing.

FIG. 66 is a sectional view of a seismic isolation device and a sliding bearing. Figure 67
FIG. 68 to FIG. 68 show an embodiment of the gravity restoring type pull-out prevention device / sliding bearing.

Fig. 67 (a) is a perspective view of the seismic isolation device and sliding bearing, (b) (c)
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 68 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other. 69 to 70 show an embodiment of a gravity restoring seismic isolation device and a vertical displacement absorbing device at the time of sliding bearing vibration.

FIG. 69 (a) is a perspective view of the seismic isolation device / sliding bearing, (b) (c)
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 70 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other. FIG. 71 to FIG. 72 show an embodiment on the improvement of the damper function of the sliding type seismic isolation device / sliding bearing and the initial sliding tendency.

FIG. 71 (a) is a perspective view of a seismic isolation plate, and FIG. 71 (b) is a sectional view thereof.

FIG. 72 (a) is a perspective view of a seismic isolation plate, and FIG. 72 (b) is a sectional view thereof. 73 to 109 show double (or double or more)
The embodiment of the seismic isolation plate seismic isolation device and sliding bearing is shown.

73 (a) is a perspective view of a seismic isolation device and a sliding bearing, and FIG. 73 (b) is a cross-sectional view thereof. Also, (a) is a configuration diagram in which the upper seismic isolation plate 3-a (also the middle seismic isolation plate 3-m) is lifted up so that the configuration of the seismic isolation device and sliding bearing of (b) can be understood. Actually, upper seismic isolation plate 3-a (also middle seismic isolation plate 3-m) and lower seismic isolation plate 3-b
Is in contact with (a) to (d) show the case of a double seismic isolation plate (upper seismic isolation plate 3-a, lower seismic isolation plate 3-b), and (c) and (d) patents 18440
It is a comparison sectional view of the size with the seismic isolation restoration device in No. 24,
(c) is the seismic isolation restoration device of Patent No. 1844024, and (d) is the case of a double seismic isolation plate.

74A is a perspective view of a seismic isolation device and a sliding bearing, and FIG. 74B is a cross-sectional view thereof. Also, (a) is a configuration diagram in which the upper seismic isolation plate 3-a (also the middle seismic isolation plate 3-m) is lifted up so that the configuration of the seismic isolation device and sliding bearing of (b) can be understood. Actually, upper seismic isolation plate 3-a (also middle seismic isolation plate 3-m) and lower seismic isolation plate 3-b
Is in contact with (a) and (b) show the case of a triple seismic isolation plate (upper seismic isolation plate 3-a, middle seismic isolation plate 3-m, lower seismic isolation plate 3-b).

FIG. 75 (a) is a perspective view of a seismic isolation device / sliding bearing, and FIG. 75 (b) is a cross-sectional view thereof. (a) and (b) show the case of a double (or more than double) seismic isolation plate with a seal or dustproof cover.

FIG. 76 is a sectional view of the seismic isolation device / sliding bearing.

FIG. 77 is a sectional view of a seismic isolation device and a sliding bearing.

FIG. 78 (a) is a perspective view of the seismic isolation device / sliding bearing, and (b) (c)
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 79 (a) is a perspective view of the seismic isolation device / sliding bearing, and (b) (c)
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 80 (a) is a perspective view of the seismic isolation device / sliding bearing, and (b) (c)
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 81 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 82 (a) is a perspective view of the seismic isolation device / sliding bearing, (b) (c)
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 83 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 84 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 85 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

86-87 (a) is a perspective view of a seismic isolation device / sliding bearing, (b) and (c) are cross-sectional views thereof, which are orthogonal to each other, (d) is a detailed perspective view, (e) and (f) are cross-sectional views, and (e) and (f) are cross-sectional views at the time of an earthquake amplitude.

FIG. 88 (a) is a perspective view of the seismic isolation device / sliding bearing, (b) (c)
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 89 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 90 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 91 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 92 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 93 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

Fig. 94 (a) is a perspective view of the seismic isolation device / sliding bearing, (b) (c)
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 95 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 96 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b) and (c).
Are cross-sectional views thereof, which are orthogonal to each other.

Fig. 97 (a) is a perspective view of the seismic isolation device / sliding bearing, (b) (c)
Are cross-sectional views thereof, which are orthogonal to each other.

FIG. 98 (a) is a perspective view of the seismic isolation device / sliding bearing, (b) (c)
Are cross-sectional views thereof, which are orthogonal to each other.

Fig. 99 (a) is a perspective view of the seismic isolation device / sliding bearing, (b) (c)
Are cross-sectional views thereof, which are orthogonal to each other.

Fig. 100 (a) is a perspective view of the seismic isolation device and sliding bearing, (b)
(c) is a cross-sectional view thereof, which is orthogonal to each other.

FIG. 101 (a) is a perspective view of a seismic isolation device / sliding bearing, and (b)
(c) is a cross-sectional view thereof, which is orthogonal to each other.

FIG. 102 (a) is a perspective view of a seismic isolation device / sliding bearing, and (b)
(c) is a cross-sectional view thereof, which is orthogonal to each other.

103-104: (a) is a perspective view of the seismic isolation device / sliding bearing, (b) and (c) are cross-sectional views thereof, which are orthogonal to each other, (d) is a detailed perspective view, (e) and (f) are cross-sectional views at the time of earthquake amplitude.

Fig. 105 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b)
(c) is a cross-sectional view thereof, which is orthogonal to each other.

106 to 107: (a) is a perspective view of the seismic isolation device / sliding bearing, (b) and (c) are cross-sectional views thereof, which are orthogonal to each other, (d) is a detailed perspective view, (e) and (f) are cross-sectional views at the time of the earthquake amplitude, and (g) is a roller-ball (bearing) 5-e, 5-u on the upper (upper surface) 6-u and lower (lower surface) 6-l of the sliding part.
It is a top view at the time of providing -f.

108-109 (a) is a perspective view of the seismic isolation device / sliding bearing, (b) and (c) are cross-sectional views thereof, which are orthogonal to each other, (d) is a detailed perspective view, (e) and (f) are cross-sectional views at the time of earthquake amplitude. FIG. 110 to FIG. 113 show an embodiment of the improvement of the sliding portion of the gravity restoring seismic isolation device and the sliding bearing.

FIG. 110 (a) is a perspective view of a seismic isolation device and a sliding bearing, and (b)
(c) is a cross-sectional view thereof, which is orthogonal to each other.

FIG. 111 (a) is a perspective view of the seismic isolation device / sliding bearing, and (b)
(c) is a cross-sectional view thereof, which is orthogonal to each other.

112 to 113: (a) is a perspective view of a seismic isolation device / sliding bearing, (b) and (c) are cross-sectional views thereof, which are orthogonal to each other, and (d) is a detailed perspective view thereof. , (E) and (f) are cross-sectional views at the time of earthquake amplitude. FIG. 114 to FIG. 115 show an embodiment of a seismic isolation restoration device of a sliding portion vertical displacement absorption type.

114-115 (a) is a perspective view of the seismic isolation device / sliding bearing, (b) and (c) are cross-sectional views thereof, which are orthogonal to each other, and (d) is a detailed cross-sectional view thereof. It is. 116 to 118 show an embodiment of the new gravity restoring seismic isolation device.

FIG. 116 is a cross-sectional view of the seismic isolation device.

FIG. 117 is a sectional view of the seismic isolation device.

FIG. 118 is a cross-sectional view of the seismic isolation device. 119 to 1
Reference numeral 29 denotes an embodiment of the vertical seismic isolation device.

FIGS. 119 to 120: (a) is a perspective view of the seismic isolation device, (b)
(c) is a cross-sectional view thereof in a direction perpendicular to each other, and (d) is a detailed cross-sectional view thereof.

121 to 122, (a) is a perspective view of the seismic isolation device, (b)
(c) is a cross-sectional view thereof in a direction perpendicular to each other, and (d) is a detailed cross-sectional view thereof.

FIG. 123 (a) is a perspective view of a seismic isolation device, and FIGS. 123 (b) and (c) are cross-sectional views thereof, which are orthogonal to each other.

124 (a) is a perspective view of the seismic isolation device, and (b) and (c) are cross-sectional views thereof, which are orthogonal to each other. (a-1) (a-2)
(a-3) and (a-4) are perspective views of the slide stopper 4-P. (a
-1) (a-2) is one set, and (a-3) (a-4) is one set. (a-1) and (a--3) are slide stoppers 4-P of the upper slide member 4-a, and (a-2) and (a--4) are slide stoppers of the lower slide member 4-b. Stopper 4-P.

FIG. 125 is a configuration diagram of a building equipped with a seismic isolation device.

FIG. 126 (a) is a configuration diagram of a building equipped with a seismic isolation device, and FIG. 126 (b) is a cross-sectional view of the vertical seismic isolation device.

FIG. 127 (a) is a perspective view of a seismic isolation device, and FIG. 127 (b) is a sectional view thereof.

FIG. 128 (a) is a perspective view of a seismic isolation device, and FIG. 128 (b) is a cross-sectional view thereof.

Fig. 129 (a) is a perspective view of the seismic isolation device, and (b) is a cross-sectional view thereof. 130 to 333 show an embodiment of the fixing device.

FIG. 130 is a sectional view of the seismic isolation device.

FIG. 131 is a sectional view of the seismic isolation device.

132 (a) and 132 (b) are cross-sectional views of the seismic isolation device.

FIG. 133 is a sectional view of the seismic isolation device.

FIG. 134 is a cross-sectional view of the seismic isolation device.

135 (a) and (b) are cross-sectional views of the seismic isolation device.

FIG. 136 is a sectional view of the seismic isolation device.

Fig. 137 is a sectional view of the seismic isolation device.

FIG. 138 is a sectional view of the seismic isolation device.

FIG. 139 is a cross-sectional view of the seismic isolation device.

FIG. 140 is a sectional view of the seismic isolation device.

FIG. 141 is a sectional view of the seismic isolation device.

FIG. 142 is a sectional view of the seismic isolation device.

FIG. 143 is a sectional view of the seismic isolation device.

FIG. 144 is a sectional view of the seismic isolation device.

145 (a) and (b) are cross-sectional views of the seismic isolation device.

FIG. 146 is a sectional view of the seismic isolation device. (a) is the case of normal time, (b) is the case of displacement amplitude at the time of seismic isolation.

FIG. 147 is a sectional view of the seismic isolation device.

FIG. 148 (a) is a cross-sectional view of the seismic isolation device, and FIG. 148 (b) is a plan view of a lock (a clasp or the like) 11 of a fixing pin.

FIG. 149 (a) is a sectional view of the seismic isolation device, and FIG. 149 (b) is a plan view of a lock (a clasp or the like) 11 of the fixing pin of FIG.

150A is a cross-sectional view of the seismic isolation device, and FIG. 150B is a plan view of FIG.

FIG. 151 (a) is a cross-sectional view of the seismic isolation device, and FIG. 151 (b) is a plan view of a fixing pin lock (a clasp or the like) 11 of FIG.

FIG. 152 (a) is a sectional view of the seismic isolation device, and FIG. 152 (b) is a plan view of FIG.

FIG. 153 is a sectional view of the seismic isolation device.

FIG. 154 is a cross-sectional view of the seismic isolation device.

FIG. 155 is a sectional view of the seismic isolation device.

FIG. 156 is a sectional view of the seismic isolation device.

FIG. 157 (a) is a sectional view of the seismic isolation device, and FIG. 157 (b) is a plan view of a lock (clasp, etc.) 11 of the fixing pin of FIG.

158 is a sectional view of the seismic isolation device, and FIG. 158 is a plan view of FIG.

FIG. 159 is a sectional view of the seismic isolation device.

FIG. 160 is a sectional view of the seismic isolation device.

FIG. 161 (a) is a sectional view of a seismic isolation device, and FIG. 161 (b) is a plan view of a lock (a clasp or the like) 11 of a fixing pin of FIG.

FIG. 162 is a sectional view of the seismic isolation device.

FIG. 163 (a) is a sectional view of the seismic isolation device, and FIG. 163 (b) is a plan view of a lock (a clasp or the like) 11 of the fixing pin of FIG.

FIG. 164 is a cross-sectional view of the seismic isolation device.

FIG. 165 (a) is a sectional view of the seismic isolation device, and FIG. 165 (b) is a plan view of a lock (a clasp or the like) 11 of the fixing pin of FIG.

166 (a) is a sectional view of the seismic isolation device, and (b) is a plan view of (a).

FIG. 167 (a) is a cross-sectional view of the seismic isolation device, and FIG. 167 (b) is a plan view of the lock (clasp, etc.) 11 of the fixing pin of FIG.

FIG. 168 is a cross-sectional view of the seismic isolation device.

FIG. 169 (a) is a cross-sectional view of the seismic isolation device, and FIG. 169 (b) is a plan view of the lock (clasp, etc.) 11 of the fixing pin of FIG.

170A is a plan view of the seismic isolation device, and FIG. 170B is a cross-sectional view thereof.

FIG. 171 (a) is a plan view of the seismic isolation device, and FIG. 171 (b) is a cross-sectional view thereof.

FIG. 172 (a) is a sectional view of the seismic isolation device, and FIG. 172 (b) is a plan view of a lock (a clasp or the like) 11 of the fixing pin of FIG.

FIG. 173 (a) is a sectional view of the seismic isolation device, and FIG. 173 (b) is a plan view of FIG.

FIG. 174 (a) is a plan view of the seismic isolation device, and FIG. 174 (b) is a cross-sectional view thereof.

FIG. 175 (a) is a plan view of a seismic isolation device, and FIG. 175 (b) is a cross-sectional view thereof.

FIG. 176 (a) is a plan view of the seismic isolation device, and FIG. 176 is a sectional view thereof.

FIG. 177 (a) is a plan view of the seismic isolation device, and FIG. 177 (b) is a cross-sectional view thereof.

178 (a) is a plan view of the seismic isolation device, and (b) is a cross-sectional view thereof.

FIG. 179 is a cross-sectional view of the seismic isolation device.

FIG. 180 is a cross-sectional view of the seismic isolation device.

FIG. 181 (a) is a plan view of the seismic isolation device, and FIG. 181 (b) is a cross-sectional view thereof.

FIG. 182 is a cross-sectional view of the seismic isolation device. (a) is the case of normal time, (b) is the case of displacement amplitude at the time of seismic isolation.

FIG. 183 is a cross-sectional view of the seismic isolation device.

FIG. 184 is a sectional view of the seismic isolation device.

FIG. 185 is a sectional view of the seismic isolation device.

FIG. 186 is a sectional view of the seismic isolation device.

FIG. 187 is a sectional view of the seismic isolation device.

FIG. 188 is a cross-sectional view of the seismic isolation device.

FIG. 189 is a sectional view of the seismic isolation device.

FIG. 190 is a sectional view of the seismic isolation device.

FIG. 191 is a cross-sectional view of the seismic isolation device.

FIG. 192 is a cross-sectional view of the seismic isolation device.

FIG. 193 is a cross-sectional view of the seismic isolation device.

FIG. 194 is a sectional view of the seismic isolation device.

FIG. 195 (a) is a plan view of the seismic isolation device, and FIG. 195 (b) is a cross-sectional view thereof.

FIGS. 196 (a) and (b) are cross-sectional views of the seismic isolation device.

FIGS. 197 and 197 are cross-sectional views of the seismic isolation device.

FIGS. 198 (a) and (b) are cross-sectional views of the seismic isolation device.

199 (a) and (b) are cross-sectional views of the seismic isolation device.

200 (a) and (b) are cross-sectional views of the seismic isolation device.

201 (a) and (b) are cross-sectional views of the seismic isolation device. (a)
(B) is the case of displacement amplitude at the time of seismic isolation.

202 (a) and (b) are cross-sectional views of the seismic isolation device. (a)
(B) is the case of displacement amplitude at the time of seismic isolation.

203 (a), (b) and (c) are cross-sectional views of the seismic isolation device.

FIG. 204 is a cross-sectional view of the seismic isolation device.

205 is a sectional view of the seismic isolation device. FIG.

FIG. 206 is a cross-sectional view of the seismic isolation device.

207 (a), (b), and (c) are cross-sectional views of the seismic isolation device.

FIG. 208 is a cross-sectional view of the seismic isolation device.

FIG. 209 (a) is a plan view of the seismic isolation device, and FIG. 209 (b) is a cross-sectional view thereof.

FIG. 210 is a cross-sectional view of the seismic isolation device.

FIG. 211 is a cross-sectional view of the seismic isolation device.

FIG. 212 is a cross-sectional view of the seismic isolation device.

FIG. 213 is a sectional view of the seismic isolation device.

FIGS. 214 (a), (b), and (c) are installation layouts of seismic isolation devices.

FIG. 215 (a), (b) and (c) are installation layouts of the seismic isolation device.

FIG. 216 is a plan view (upper view) and a cross-sectional view (lower view: cross-sectional hatching) of the sensor seismic isolation plate.

FIG. 217 (a) is a plan view (above) of the sensor seismic isolation plate,
It is a sectional view (lower figure: with cross-sectional hatching). (b) is a plan view (upper view) and a cross-sectional view (lower view: cross-sectional hatching) of the sensor seismic isolation plate.

FIG. 218 (a) is a cross-sectional view of the fixing pin receiving member (upper view:
Sectional hatching), plan view (lower view). (b) is a cross-sectional view (upper view: cross-section hatched) and a plan view (lower view) of the fixing pin receiving member.

FIG. 219 is a cross-sectional view (upper view: cross-sectional hatching) and a plan view (lower view) of the fixing pin receiving member.

220 (a) and (b) are cross-sectional views of the seismic isolation device.

221 (a) and (b) are cross-sectional views of the seismic isolation device.

FIGS. 222 (a) and (b) are cross-sectional views of the seismic isolation device.

FIGS. 223 (a) and 223 (b) are cross-sectional views of the seismic isolation device.

FIG. 224 is a sectional view of the seismic isolation device.

FIG. 225 is a sectional view of the seismic isolation device.

FIG. 226 is a sectional view of the seismic isolation device.

FIG. 227 is a sectional view of the seismic isolation device.

FIG. 228 is a sectional view of the seismic isolation device.

FIG. 229 is a sectional view of the seismic isolation device.

FIG. 230 is a sectional view of the seismic isolation device.

FIG. 231 is a cross-sectional view of the seismic isolation device.

FIG. 232 is a sectional view of the seismic isolation device.

FIG. 233 is a cross-sectional view of the seismic isolation device.

FIG. 234 is a sectional view of the seismic isolation device.

FIG. 235 is a sectional view of the seismic isolation device.

FIG. 236 is a sectional view of the seismic isolation device.

FIG. 237 is a sectional view of the seismic isolation device.

FIG. 238 is a sectional view of the seismic isolation device.

FIG. 239 is a cross-sectional view of the seismic isolation device.

240 is a sectional view of the seismic isolation device. FIG.

FIG. 241 is a cross-sectional view of the seismic isolation device.

FIG. 242 is a sectional view of the seismic isolation device.

FIG. 243 is a sectional view of the seismic isolation device.

FIG. 244 is a sectional view of the seismic isolation device.

FIG. 245 is a sectional view of the seismic isolation device.

FIG. 246 is a sectional view of the seismic isolation device.

FIG. 247 is a sectional view of the seismic isolation device.

FIG. 248 is a sectional view of the seismic isolation device.

Fig. 249 is a sectional view of the seismic isolation device.

FIG. 250 is a sectional view of the seismic isolation device.

FIG. 251 is a cross-sectional view of the seismic isolation device.

FIG. 252 is a sectional view of the seismic isolation device.

FIG. 253 is a cross-sectional view of the seismic isolation device.

FIG. 254 is a sectional view of the seismic isolation device.

FIG. 255 is a sectional view of the seismic isolation device.

FIG. 256 is a sectional view of the seismic isolation device.

FIG. 257 is a sectional view of the seismic isolation device.

FIG. 258 is a cross-sectional view of the seismic isolation device.

FIG. 259 is a cross-sectional view of the seismic isolation device.

FIG. 260 is a cross-sectional view of the seismic isolation device.

FIG. 261 is a sectional view of the seismic isolation device.

FIG. 262 is an installation layout of the seismic isolation device.

FIG. 263 is an installation layout of the seismic isolation device.

FIG. 264 is an installation layout of the seismic isolation device.

FIG. 265 is an installation layout of the seismic isolation device.

FIG. 266 is a sectional view of the seismic isolation device.

FIG. 267 is a sectional view of the seismic isolation device.

FIG. 268 is a cross-sectional view of the seismic isolation device.

FIG. 269 is a sectional view of the seismic isolation device.

FIG. 270 is a sectional view of the seismic isolation device.

FIG. 271 is a cross-sectional view of the seismic isolation device.

FIG. 272 is a sectional view of the seismic isolation device.

FIG. 273 is a sectional view of the seismic isolation device.

274 (a) is a perspective view of the seismic isolation device, and (b) is a sectional view thereof.

FIG. 275 is a sectional view of the seismic isolation device.

FIG. 276 (a) is a cross-sectional view of the seismic isolation device, (b) (b ′) (c)
(c ') is a partial plan view. (b) and (b ') are partial plan views showing the relationship between the suspending member 20-s of the weight 20, the wire, the rope, the cable or the like 8, and the guide member 19-a such as a roller.
FIG. 6 is a partial plan view of a relationship between a wire, a rope, a cable, or the like 8 and a guide member 19-a such as a roller. (b ') is (b)
The part (c ') is the part (c) at the time of earthquake deformation.

FIG. 277 (a) is a sectional view of the seismic isolation device, (b) (b ′) (c)
(c ') is a partial plan view. (b) and (b ') are partial plan views showing the relationship between the suspending member 20-s of the weight 20, the wire, the rope, the cable or the like 8, and the guide member 19-a such as a roller.
FIG. 6 is a partial plan view of a relationship between a wire, a rope, a cable, or the like 8 and a guide member 19-a such as a roller. (b ') is (b)
The part (c ') is the part (c) at the time of earthquake deformation.

FIG. 278 is a sectional view of the seismic isolation device.

Fig. 279 is a sectional view of the seismic isolation device. (a) is the case of normal time, (b) is the case of displacement amplitude at the time of seismic isolation.

FIG. 280 is a cross-sectional view of the seismic isolation device.

FIG. 281 is a cross-sectional view of the seismic isolation device.

FIG. 282 is a sectional view of the seismic isolation device.

FIG. 283 is a cross-sectional view of the seismic isolation device.

FIG. 284 is a sectional view of the seismic isolation device.

FIG. 285 is a sectional view of the seismic isolation device.

FIG. 286 is a sectional view of the seismic isolation device.

FIG. 287 is a sectional view of the seismic isolation device.

FIG. 288 is a sectional view of the seismic isolation device.

FIG. 289 is a cross-sectional view of the seismic isolation device.

FIG. 290 is a sectional view of the seismic isolation device.

FIG. 291 is a cross-sectional view of the seismic isolation device.

FIG. 292 is a sectional view of the seismic isolation device.

293 (a) and (b) are cross-sectional views of the seismic isolation device.

FIG. 294 is a cross-sectional view of the seismic isolation device.

FIG. 295 is a cross-sectional view of the seismic isolation device.

FIG. 296 is a cross-sectional view of the seismic isolation device.

FIG. 297 is a cross-sectional view of the seismic isolation device.

FIG. 298 is a cross-sectional view of the seismic isolation device.

FIG. 299 is a sectional view of the seismic isolation device.

FIG. 300 is a sectional view of the seismic isolation device.

FIG. 301 is a sectional view of the seismic isolation device.

FIG. 302 is a sectional view of the seismic isolation device.

FIG. 303 is a sectional view of the seismic isolation device.

FIG. 304 is a cross-sectional view of the seismic isolation device.

FIG. 305 is a sectional view of the seismic isolation device.

FIG. 306 is a sectional view of the seismic isolation device.

FIG. 307 is a cross-sectional view of the seismic isolation device.

FIG. 308 is a sectional view of the seismic isolation device.

FIG. 309 is a cross-sectional view of the seismic isolation device.

FIG. 310 is a sectional view of the seismic isolation device.

FIG. 311 (a) is a liquid storage tank (or external) of the fixing device.
A plan view around the lock valve pipe 20-cp at 7-ac, (b) is a liquid storage tank (or outside) 7-ac and a piston-like member 7-p insertion cylinder / cylinder attachment room (earthquake sensor amplitude device, etc.) FIG. 7B) is a sectional view of the passage 7-ab. (c) is a plan view around the lock valve pipe 20-cp at the liquid storage (or external) 7-ac of the fixing device, and (d) is a liquid storage (or external).
FIG. 7 is a cross-sectional view of the attachment chamber (such as an earthquake sensor amplitude device) of the insertion cylinder / cylinder of the 7-ac and the piston-like member 7-p and the passage 7-ab.

FIG. 312 (a) is a liquid storage tank (or external) of the fixing device.
A plan view around the lock valve pipe 20-cp at 7-ac, (b) is a liquid storage tank (or outside) 7-ac and a piston-like member 7-p insertion cylinder / cylinder attachment room (earthquake sensor amplitude device, etc.) FIG. 7B) is a sectional view of the passage 7-ab. (c) is a plan view around the lock valve pipe 20-cp at the liquid storage (or external) 7-ac of the fixing device, and (d) is a liquid storage (or external).
FIG. 7 is a cross-sectional view of the attachment chamber (such as an earthquake sensor amplitude device) of the insertion cylinder / cylinder of the 7-ac and the piston-like member 7-p and the passage 7-ab.

FIG. 313 is a sectional view of the seismic isolation device.

FIG. 314 (a) is an elevation view of the amplifier part of FIG. 313,
(b) is a sectional view, and (c) is a plan view.

FIG. 315 is a sectional view of the seismic isolation device.

FIG. 316 (a) is an elevation view of the amplifier part of FIG. 315,
(b) is a sectional view, (c) is a sectional view in the orthogonal direction of (b), and (d) is a plan view.

317 (a) and (b) are cross-sectional views of the seismic isolation device.

318 is a sectional view of the seismic isolation device. FIG.

FIG. 319 is a sectional view of the seismic isolation device.

FIG. 320 is a sectional view of the seismic isolation device.

FIG. 321 is a cross-sectional view of the seismic isolation device.

FIG. 322 is a sectional view of the seismic isolation device.

FIG. 323 is a sectional view of the seismic isolation device.

FIG. 324 is a sectional view of the seismic isolation device.

FIG. 325 is a sectional view of the seismic isolation device.

FIG. 326 is a sectional view of the seismic isolation device.

FIG. 327 is a sectional view of the seismic isolation device.

FIG. 328 is a sectional view of the seismic isolation device.

FIG. 329 is a sectional view of the seismic isolation device.

FIG. 330 is a sectional view of the seismic isolation device.

FIG. 331 is a sectional view of the seismic isolation device. (a) is the case of normal time, (b) is the case of displacement amplitude at the time of seismic isolation.

332 (a) and (b) are cross-sectional views of the seismic isolation device.

FIGS. 333 and 333 are cross-sectional views of the seismic isolation device. FIG.
34 to 337 show an example of rationalization regarding the installation of the seismic isolation device and the construction of the foundation, and the arrangement of the seismic isolation device for the detached house.

FIG. 334 is a plan view of the seismic isolation device, and FIG. 334 is a cross-sectional view thereof.

335 is a plan view of the seismic isolation device, and FIG. 335 is a cross-sectional view thereof.

336 (a) is a perspective view of the seismic isolation device, and (b) and (c) are cross-sectional views thereof, which are orthogonal to each other.

337 (a) is a perspective view of the seismic isolation device, and (b) and (c) are cross-sectional views thereof, which are orthogonal to each other. FIG. 338
Fig. 2 shows an embodiment of an edge cut type vertical displacement absorbing gravity restoring type seismic isolation device / slide bearing.

FIGS. 338 and 338 are cross-sectional views of the seismic isolation device and the sliding bearing, and FIG. 338 is a plan view thereof. FIG. 339 shows an embodiment of the new laminated rubber spring.

339 is a perspective view of the seismic isolation device, and FIG. 339 is a cross-sectional view thereof. FIGS. 340 to 385 show an embodiment of a triple (or triple or more) seismic isolation plate seismic isolation device / sliding bearing with pull-out prevention.

FIG. 340 (a) is a perspective view of a seismic isolation device, and FIGS. (B) and (c) are elevation views thereof. (b) and (c) are elevation views in a direction orthogonal to each other.

FIG. 341 is a cross-sectional view at a position parallel to FIG. 340 (b).

FIG. 342 is a cross-sectional view at a position parallel to FIG. 340 (b).

FIG. 343 is a cross-sectional view at a position parallel to FIG. 340 (b).

344 (a) is a perspective view of the seismic isolation device, and (b) and (c) are elevation views thereof. FIG. (b) and (c) are elevation views in a direction orthogonal to each other.

FIG. 345 is a cross-sectional view at a position parallel to FIG. 344 (b).

FIG. 346 is a cross-sectional view at a position parallel to FIG. 344 (b).

FIG. 347 is a cross-sectional view at a position parallel to FIG. 344 (b).

348-350: (a) is a perspective view of the seismic isolation device, (b) (c)
Is an elevation view thereof. (b) and (c) are elevation views in a direction orthogonal to each other. (d) is a sectional view at a position parallel to (b).
(e) is a cross-sectional view at a position parallel to (c). (f) (g) (h) is (a)
(F) is a perspective view of the upper seismic isolation plate 3-a,
(g) is an intermediate seismic isolation plate 3- which has a 3-s connecting vertical part.
(h) is a perspective view of the lower seismic isolation plate 3-b.

351 to 352 are (a) perspective views of the seismic isolation device, and (b)
(c) is an elevation view thereof. (b) and (c) are elevation views in a direction orthogonal to each other. (d) is a sectional view at a position parallel to (b). (e) is a cross-sectional view at a position parallel to (c). The exploded perspective view of (a) is the same as (f), (g), and (h) of FIG. 350 (if the roller 5-f is regarded as the intermediate sliding portion (sliding member) 6).

FIG. 353 is a perspective view of the seismic isolation device.

FIG. 354 is a sectional view of FIG. 353;

FIG. 355 is a sectional view of FIG. 353;

FIG. 356 is a perspective view of the seismic isolation device.

FIG. 357 is a cross-sectional view of FIG. 356.

FIG. 358 is a cross-sectional view of FIG. 356.

359 to 361 are (a) perspective views of the seismic isolation device, and (b)
(c) is a sectional view thereof. (b) and (c) are cross-sectional views along the cross-sectional cutting direction shown in (a). (a) * (b) and * in the figure
(c) shows the cross-sectional cutting direction of the cross-sectional views (b) and (c). (d)
(e), (f), and (g) are exploded perspective views of (a), (d) is a perspective view of an upper seismic isolation plate 3-a, and (e) is an intermediate portion having a vertically connecting slide portion 3-s. Perspective view of the seismic isolation plate 3-m1, (f) is a perspective view of the middle seismic isolation plate 3-m2 having a vertical connecting slide part 3-s, and (g) is a lower part having a vertical connecting slide part 3-s. It is a perspective view of seismic isolation plate 3-b.

362 to 363 are (a) perspective views of the seismic isolation device, and (b)
(c) is a sectional view thereof. (b) and (c) are cross-sectional views along the cross-sectional cutting direction shown in (a). (a) * (b) and * in the figure
(c) shows the cross-sectional cutting direction of the cross-sectional views (b) and (c). (a)
The exploded perspective view of (d), (e), (f), and (g) of FIG.
-f is regarded as an intermediate sliding portion (slip member) 6).

FIG. 364 is a perspective view of the seismic isolation device.

FIG. 365 is a sectional view of FIG. 364;

FIG. 366 is a sectional view of FIG. 364;

FIG. 367 is a perspective view of the seismic isolation device.

FIG. 368 is a cross-sectional view of FIG. 367.

FIG. 369 is a cross-sectional view of FIG. 367.

370 to 372 are (a) a perspective view of a seismic isolation device, and (b) a sectional view thereof. (b) is a sectional view taken along the sectional cutting direction shown in (a). (a) * in the figure indicates the sectional cutting direction of the sectional view (b). (c), (d), (e), (f), and (g) are exploded perspective views of (a), (c) is a perspective view of an upper seismic isolation plate 3-a, and (d) is a vertical connecting slide portion 3. Perspective view of the middle seismic isolation plate 3-m1 with -s, (e) is a perspective view of the middle seismic isolation plate 3-m2, and (f) is the middle seismic isolation plate 3 with the vertical connecting slide part 3-s. -m3 perspective view, (g)
Is a perspective view of the lower seismic isolation plate 3-b.

373 to 374 are (a) a perspective view of the seismic isolation device and (b) a cross-sectional view thereof. (b) is a sectional view taken along the sectional cutting direction shown in (a). (a) * in the figure indicates the sectional cutting direction of the sectional view (b). FIG. 372 is an exploded perspective view of FIG.
(C), (d), (e), (f), and (g) (if the roller 5-f is regarded as an intermediate sliding portion (sliding member) 6).

375 to 377 are (a) perspective views of the seismic isolation device, and (b)
(c) is an elevation view thereof. (b) and (c) are elevation views in a direction orthogonal to each other. (d) is a sectional view at a position parallel to (b). (e) is a cross-sectional view at a position parallel to (c). (f) (g) (h)
Is an exploded perspective view of (a), (f) is a perspective view of an upper (side) seismic isolation plate 3-a, and (g) is an intermediate seismic isolation plate 3-m having a vertically connecting slide part 3-s. (H) is a perspective view of the lower (side) seismic isolation plate 3-b.

378 to 380 are (a) perspective views of the seismic isolation device, and (b)
(c) is an elevation view thereof. (b) and (c) are elevation views in a direction orthogonal to each other. (d) is a sectional view at a position parallel to (b). (e) is a cross-sectional view at a position parallel to (c). (f) (g) (h)
Is an exploded perspective view of (a), (f) is a perspective view of an upper (side) seismic isolation plate 3-a, and (g) is an intermediate seismic isolation plate 3-m having a vertically connecting slide part 3-s. (H) is a perspective view of the lower (side) seismic isolation plate 3-b.

FIG. 381 is a cross-sectional view of a vertically connecting slide member / portion 3-s for connecting seismic isolation plates.

FIG. 382: Upper slide member 4 for connecting the seismic isolation plates
It is sectional drawing of -a and lower member 4-al of an upper slide member.

FIG. 383 is a cross-sectional view of an upper / lower connecting slide member / portion 3-s for connecting seismic isolation plates.

FIG. 384 is a cross-sectional view of the upper / lower guide slide member / part 3-g connecting the base isolation plates to each other.

FIG. 385 is a cross-sectional view of an upper / lower guide slide member / portion 3-g for connecting seismic isolation plates. FIG. 386 shows an embodiment of the restoring spring seismic isolation device.

386 is a cross-sectional view of the seismic isolation device. FIG. FIG.
7 to 391 show examples of the seismic power generation device.

FIG. 387 is a sectional view of the seismic isolation device.

388 is a sectional view of the seismic isolation device. FIG.

FIG. 389 is a sectional view of the seismic isolation device.

FIG. 390 is a sectional view of the seismic isolation device.

FIG. 391 is a sectional view of the seismic isolation device. (a) is the case of normal time, (b) is the case of displacement amplitude at the time of seismic isolation. FIG.
2 to 393 show an embodiment of an intermediate sliding portion (rolling sliding intermediate type).

FIG. 392 (a) is a perspective view of the seismic isolation device / sliding bearing, and (b)
(c) is a cross-sectional view thereof, which is orthogonal to each other.

FIG. 393 (a) is a perspective view of a seismic isolation device / sliding bearing, and (b)
(c) is a cross-sectional view thereof, which is orthogonal to each other. 394 to 418 show an embodiment of the improvement of the pull-out prevention device and the sliding bearing.

394 to 395: (a) is a perspective view of the seismic isolation device / sliding bearing, and (b) and (c) are cross-sectional views thereof, which are orthogonal to each other. (d) is a perspective view of the vertical connecting slide member 3-s.

396 to 398 are (a) perspective views of the seismic isolation device, and (b)
(c) is an elevation view thereof. (b) and (c) are elevation views in a direction orthogonal to each other. (d) is a sectional view at a position parallel to (b). (e) is a cross-sectional view at a position parallel to (c). (f) (g) (h)
Is an exploded perspective view of (a), (f) is a perspective view of the upper (side) seismic isolation plate 3-a, (g) is a perspective view of the vertical connecting slide member 3-s, (h)
Is a perspective view of the lower (side) seismic isolation plate 3-b.

399 to 400: (a) is a perspective view of a seismic isolation device / sliding support, and (b) and (c) are cross-sectional views of the same, which are orthogonal to each other. (d) is a perspective view of the vertical connecting slide member 3-s and the ball (bearing) 5-e.

401 to 403: (a) is a perspective view of the seismic isolation device, (b)
(c) is an elevation view thereof. (b) and (c) are elevation views in a direction orthogonal to each other. (d) is a sectional view at a position parallel to (b). (e) (f) (g) is an exploded perspective view of (a), (e) is the upper part
(Side) is a perspective view of the seismic isolation plate 3-a, (f) is a perspective view of the vertical connecting slide member 3-s, and (g) is a perspective view of the lower (side) seismic isolation plate 3-b.

404 to 405: (a) is a perspective view of a seismic isolation device / sliding bearing, and (b) and (c) are cross-sectional views thereof, which are orthogonal to each other. (d) is a perspective view of the upper and lower connecting slide member 3-s and the intermediate sliding portion 6.

(A) is a perspective view of the seismic isolation device, (b)
(c) is an elevation view thereof. (b) and (c) are elevation views in a direction orthogonal to each other. (d) is a sectional view at a position parallel to (b). (e) (f) (g) is an exploded perspective view of (a), (e) is the upper part
(Side) is a perspective view of the seismic isolation plate 3-a, (f) is a perspective view of the vertical connecting slide member 3-s, and (g) is a perspective view of the lower (side) seismic isolation plate 3-b.

409 to 410: (a) is a perspective view of the seismic isolation device / sliding bearing, and (b) and (c) are cross-sectional views thereof, which are orthogonal to each other. (d) is a perspective view of the vertical connecting slide member 3-s and the ball (bearing) 5-e.

(A) is a perspective view of the seismic isolation device, (b) (c)
Is an elevation view thereof. (b) and (c) are elevation views in a direction orthogonal to each other. (d) is a sectional view at a position parallel to (b).
(e) (f) (g) is an exploded perspective view of (a), (e) is a perspective view of the upper (side) seismic isolation plate 3-a, and (f) is a vertical connecting slide member 3-s. (G) is a perspective view of the lower (side) seismic isolation plate 3-b.

414 to 415: (a) is a perspective view of a seismic isolation device / sliding bearing, and (b) and (c) are cross-sectional views thereof, which are orthogonal to each other. (d) is a perspective view of the upper and lower connecting slide member 3-s and the intermediate sliding portion 6.

416 to 418: (a) is a perspective view of a seismic isolation device, (b)
(c) is an elevation view thereof. (b) and (c) are elevation views in a direction orthogonal to each other. (d) is a sectional view at a position parallel to (b). (e) (f) (g) is an exploded perspective view of (a), (e) is the upper part
(Side) is a perspective view of the seismic isolation plate 3-a, (f) is a perspective view of the vertical connecting slide member 3-s, and (g) is a perspective view of the lower (side) seismic isolation plate 3-b. 419 to 479 show an embodiment of the rotation / twist prevention device.

419 (a) is a perspective view of the seismic isolation device, and (b) and (c) are elevation views thereof. FIG. (b) and (c) are elevation views in a direction orthogonal to each other.

420 is a cross-sectional view at a position parallel to FIG. 419 (b).

FIG. 421 is a cross-sectional view at a position parallel to FIG. 419 (b).

FIG. 422 is a cross-sectional view at a position parallel to FIG. 419 (b).

423 (a) is a perspective view of the seismic isolation device, and (b) and (c) are elevation views thereof. FIG. (b) and (c) are elevation views in a direction orthogonal to each other.

FIG. 424 is a cross-sectional view at a position parallel to FIG. 423 (b).

FIG. 425 is a cross-sectional view at a position parallel to FIG. 423 (b).

FIG. 426 is a cross-sectional view at a position parallel to FIG. 423 (b).

427 to 429: (a) is a perspective view of the seismic isolation device, (b)
(c) is an elevation view thereof. (b) and (c) are elevation views in a direction orthogonal to each other. (d) is a sectional view at a position parallel to (b). (e) is a cross-sectional view at a position parallel to (c). (f) (g) (h)
Is an exploded perspective view of (a), (f) is a perspective view of an upper (side) seismic isolation plate 3-a, and (g) is an intermediate seismic isolation plate 3-m having a vertical guide slide portion 3-g. (H) is a perspective view of the lower (side) seismic isolation plate 3-b.

430 to 432: (a) is a perspective view of the seismic isolation device, (b)
(c) is an elevation view thereof. (b) and (c) are elevation views in a direction orthogonal to each other. (d) is a sectional view at a position parallel to (b). (e) is a cross-sectional view at a position parallel to (c). (f) (g) (h)
Is an exploded perspective view of (a), (f) is a perspective view of an upper (side) seismic isolation plate 3-a, (g) is a perspective view of a vertical guide slide member 3-g,
(h) is a perspective view of the lower (side) seismic isolation plate 3-b.

433 to 435; (a) is a perspective view of the seismic isolation device, (b)
(c) is an elevation view thereof. (b) and (c) are elevation views in a direction orthogonal to each other. (d) is a sectional view at a position parallel to (b). (e) (f) (g) is an exploded perspective view of (a), (e) is the upper part
(Side) is a perspective view of the seismic isolation plate 3-a, (f) is a perspective view of a vertical guide slide member 3-g, and (g) is a perspective view of a lower (side) seismic isolation plate 3-b.

FIG. 436 (a) is a perspective view showing the vertical guide slide member 3-g in FIGS. 433 (a) to 434 (d) and 435 (f). (b) and (c) show the upper (side) seismic isolation plate 3-a (upper slide member) or the lower (side) seismic isolation plate 3-b (lower slide member) and the upper and lower guide slide member 3-g (middle part). FIG. 5 is a plan view showing b from the relationship of (slide members).

4A to 439 are perspective views of the seismic isolation device, and FIG.
(c) is an elevation view thereof. (b) and (c) are elevation views in a direction orthogonal to each other. (d) is a sectional view at a position parallel to (b). (e) is a cross-sectional view at a position parallel to (c). (f) (g) (h)
Is an exploded perspective view of (a), (f) is a perspective view of an upper (side) seismic isolation plate 3-a, and (g) is an intermediate seismic isolation plate 3-m having a vertical guide slide portion 3-g. (H) is a perspective view of the lower (side) seismic isolation plate 3-b.

440 to 442; (a) is a perspective view of the seismic isolation device, (b)
(c) is an elevation view thereof. (b) and (c) are elevation views in a direction orthogonal to each other. (d) is a sectional view at a position parallel to (b). (e) is a cross-sectional view at a position parallel to (c). (f) (g) (h)
Is an exploded perspective view of (a), (f) is a perspective view of an upper (side) seismic isolation plate 3-a, (g) is a perspective view of a vertical guide slide member 3-g,
(h) is a perspective view of the lower (side) seismic isolation plate 3-b.

443 to 445, (a) is a perspective view of the seismic isolation device, (b)
(c) is an elevation view thereof. (b) and (c) are elevation views in a direction orthogonal to each other. (d) is a sectional view at a position parallel to (b). (e) is a cross-sectional view at a position parallel to (c). (f) (g) (h)
Is an exploded perspective view of (a), (f) is a perspective view of an upper (side) seismic isolation plate 3-a, (g) is a perspective view of a vertical guide slide member 3-g,
(h) is a perspective view of the lower (side) seismic isolation plate 3-b.

446 to 447 are (a) perspective views of the seismic isolation device, (b) and (c) being elevation views in directions orthogonal to each other,
(d), (e) and (f) are exploded perspective views of (a), (d) is a perspective view of the upper (side) seismic isolation plate 3-a, and (e) is a vertical guide slide member 3-g.
(F) is a perspective view of the lower (side) seismic isolation plate 3-b.

FIGS. 448 to 449 are (a) perspective views of the seismic isolation device, (b) and (c) being elevation views in directions orthogonal to each other,
(d), (e) and (f) are exploded perspective views of (a), (d) is a perspective view of the upper (side) seismic isolation plate 3-a, and (e) is a vertical guide slide member 3-g.
(F) is a perspective view of the lower (side) seismic isolation plate 3-b.

450 to 452, (a) is a perspective view of the seismic isolation device, (b)
(c) is an elevation view thereof. (b) and (c) are elevation views in a direction orthogonal to each other. (d) is a sectional view at a position parallel to (b). (e) is a cross-sectional view at a position parallel to (c). (f) (g) (h)
Is an exploded perspective view of (a), (f) is a perspective view of an upper (side) seismic isolation plate 3-a, (g) is a perspective view of a vertical guide slide member 3-g,
(h) is a perspective view of the lower (side) seismic isolation plate 3-b.

FIGS. 453 to 454 are (a) perspective views of the seismic isolation device, (b) and (c) being elevation views in directions orthogonal to each other,
(d), (e) and (f) are exploded perspective views of (a), (d) is a perspective view of the upper (side) seismic isolation plate 3-a, and (e) is a vertical guide slide member 3-g.
(F) is a perspective view of the lower (side) seismic isolation plate 3-b.

455 to 457 are perspective views of the seismic isolation device, and (b)
(c) is an elevation view thereof. (b) and (c) are elevation views in a direction orthogonal to each other. (d) is a sectional view at a position parallel to (b). (e) is a cross-sectional view at a position parallel to (c). (f) (g) (h)
Is an exploded perspective view of (a), (f) is a perspective view of an upper (side) seismic isolation plate 3-a, (g) is a perspective view of a vertical guide slide member 3-g,
(h) is a perspective view of the lower (side) seismic isolation plate 3-b.

458 (a) and (b) are perspective views of the seismic isolation device.

FIGS. 4A and 4B are perspective views of the seismic isolation device.

460 (a) and (b) are perspective views of the seismic isolation device.

FIGS. 461 (a) and 461 (b) are perspective views of the seismic isolation device.

FIGS. 462 to 464 are perspective views of the seismic isolation device, and FIGS.
(c) is an elevation view thereof. (b) and (c) are elevation views in a direction orthogonal to each other. (d) is a sectional view at a position parallel to (b). (e) is a cross-sectional view at a position parallel to (c). (f) (g) (h)
Is an exploded perspective view of (a), (f) is a perspective view of an upper (side) seismic isolation plate 3-a, (g) is a perspective view of a vertical guide slide member 3-g,
(h) is a perspective view of the lower (side) seismic isolation plate 3-b.

FIGS. 465 to 466 are (a) perspective views of the seismic isolation device, (b) and (c) being elevation views in directions orthogonal to each other,
(d), (e) and (f) are exploded perspective views of (a), (d) is a perspective view of the upper (side) seismic isolation plate 3-a, and (e) is a vertical guide slide member 3-g.
(F) is a perspective view of the lower (side) seismic isolation plate 3-b.

467 to 469 are perspective views of the seismic isolation device, and (b)
(c) is an elevation view thereof. (b) and (c) are elevation views in a direction orthogonal to each other. (d) is a sectional view at a position parallel to (b). (e) is a cross-sectional view at a position parallel to (c). (f) (g) (h)
Is an exploded perspective view of (a), (f) is a perspective view of an upper (side) seismic isolation plate 3-a, (g) is a perspective view of a vertical guide slide member 3-g,
(h) is a perspective view of the lower (side) seismic isolation plate 3-b.

470 to 471] (a) is a perspective view of the seismic isolation device, (b) and (c) are elevation views in a direction orthogonal to each other,
(d), (e) and (f) are exploded perspective views of (a), (d) is a perspective view of the upper (side) seismic isolation plate 3-a, and (e) is a vertical guide slide member 3-g.
(F) is a perspective view of the lower (side) seismic isolation plate 3-b.

472 to 474; (a) is a perspective view of the seismic isolation device, (b)
(c) is an elevation view thereof. (b) and (c) are elevation views in a direction orthogonal to each other. (d) is a sectional view at a position parallel to (b). (e) is a cross-sectional view at a position parallel to (c). (f) (g) (h)
Is an exploded perspective view of (a), (f) is a perspective view of an upper (side) seismic isolation plate 3-a, and (g) is an intermediate seismic isolation plate 3-m having a vertical guide slide portion 3-g. (H) is a perspective view of the lower (side) seismic isolation plate 3-b.

475 to 477 are perspective views of the seismic isolation device, and (b)
(c) is an elevation view thereof. (b) and (c) are elevation views in a direction orthogonal to each other. (d) is a sectional view at a position parallel to (b). (e) is a cross-sectional view at a position parallel to (c). (f) (g) (h)
Is an exploded perspective view of (a), (f) is a perspective view of an upper (side) seismic isolation plate 3-a, and (g) is an intermediate seismic isolation plate 3-m having a vertical guide slide portion 3-g. (H) is a perspective view of the lower (side) seismic isolation plate 3-b.

FIG. 478. The upper (side) seismic isolation plate 3-a of the triple (or triple or more) seismic isolation plate / sliding bearing as shown in FIGS.
Or a perspective view of a lower (side) seismic isolation plate 3-b.

Fig. 479. Triple (or triple or more) seismic isolation plate seismic isolation device of Fig. 427 to Fig. 429, etc., upper (side) seismic isolation plate 3-a of sliding bearing
Or a perspective view of a lower (side) seismic isolation plate 3-b.
480 to 481 show an embodiment of a bearing with cushioning material.

480 is a perspective view of the seismic isolation device, and FIG. 480 is a cross-sectional view thereof.

481 (a) is a perspective view of the seismic isolation device, and (b) is a cross-sectional view thereof. FIG. 482 to FIG. 483 show an embodiment of an elastic material / plastic material spread bearing.

482 (a) is a perspective view of the seismic isolation device, and (b) is a cross-sectional view thereof.

483 (a) is a perspective view of the seismic isolation device, (b) and (c) are cross-sectional views thereof, (b) is a normal state, and (c) is a cross-sectional view at the time of earthquake amplitude. FIG. 484 shows an embodiment of the displacement suppressing device.

Fig. 484 is a sectional view of the seismic isolation device. FIG. 485 to FIG.
Reference numeral 86 denotes an embodiment of a collision impact absorbing device.

485 (a) and (b) are cross-sectional views of the seismic isolation device, (a) is a normal time, and (b) is a cross-sectional view at the time of earthquake amplitude.

486 (a) and (b) are cross-sectional views of the seismic isolation device, (a) is a normal state, and (b) is a cross-sectional view at the time of earthquake amplitude. Fig. 487
488 show the flowchart of the analysis program of the sliding type seismic isolation device without resonance.

Fig. 487 is a flowchart of an analysis program by the Runge-Kutta method.

FIG. 488 is a flowchart of an analysis program based on the Wilson θ method. FIGS. 489 to 490 show an embodiment of a seismic isolation facility.

Fig. 489 is a cross-sectional view of the seismic isolation drainage facility.

FIG. 490 is a sectional view of a seismic isolation drainage facility. Fig. 491
FIG. 492 to FIG. 492 show an embodiment of a method of installing a seismic isolation device on a superstructure base or a base portion.

FIG. 491 (a) is an elevation view when a seismic isolation device is attached to a unit. (b) is a partially detailed plan view thereof.

FIG. 492 (a) is an elevational view of assembly when a seismic isolation device is attached to a unit. (b) is a plan view of the unit as seen from below from the lower member (base) 52 after assembly.

[Description of Signs] A: Supported structure or seismically isolated structure B: Supported structure or seismically isolated structure A supporting structure A, C: Restoration device (gravity restoration type isolation) Seismic device / sliding bearing, including laminated rubber type and spring type), D: seismic isolation device / sliding bearing, E: detachment prevention device, F: pull-out prevention device / sliding bearing, G: fixing device, G-d: earthquake High-sensitivity fixing device, G-s: Fixed device with low seismic sensitivity, G-wd: Fixed device with high wind sensitivity, G-ws: Fixed device with low wind sensitivity, G-m: Intermediate relay fixing device, G- m1: Relay intermediate fixing device (first relay), G-m2: Relay intermediate fixing device (second relay), G-mn: Relay intermediate fixing device (relay nth), G-e: Relay terminal fixing device, H ... horizontal seismic isolation device, I ... vertical seismic isolation device, J ... seismic sensor (amplitude) device, J-a ... seismic sensor -Amplitude device, J-b ... seismic sensor (with a power supply that activates the operating part of the fixing device of the fixing device by the signal from the seismic sensor), J-k ... seismic power plant type seismic sensor, K ... seismic power plant, L … Rotation / torsion prevention device b… upper (side) seismic isolation plate 3-a and lower (side) seismic isolation plate 3-b have an angle φ
The length of the hypotenuse, which is rotated by 1/2, and the upper and lower connecting slide members / portions 3-s and the guide portions 3-d of the upper / lower guide slide members / portions are chamfered at the angle of the contacting portion at an angle φ / 2, d: the gap between the upper (side) seismic isolation plate 3-a and the lower (side) seismic isolation plate 3-b, and the guide portion 3-d of the vertical guide slide portion; h: the vertical connecting slide member / part 3 -s, and the protruding length of the guide portion 3-d of the upper / lower guide slide member / portion 3-g, l ... the upper / lower connecting slide member / portion 3-s and the guide portion 3 of the upper / lower guide slide member / portion. -d, the length in the moving direction, t: the thickness of the vertical connecting slide member / part 3-s, and the thickness of the guide part 3-d of the vertical guide slide member / part, φ: rotation allowed by the rotation / twist prevention device Corners, 1 ... seismically isolated structure and its members, 1-s ... seismically isolated structure slab, 1-a ... seismically isolated structure 1-p ... piston-like member (connection member) consisting of a member of the structure to be seismically isolated, 1-g ... 1-x: universal rotary contact (connection member) connecting the support members of the fixing device of the structure to be seismically isolated; 2 ... supported structure or structure to be seismically isolated 2-a insertion tube (connecting member) of piston-like member 1-p, which is a member of the structure supporting the structure to be seismically isolated, and a member thereof and a base portion supporting the body A; ... a piston-like member (connecting member) made of a member of a structure supporting a structure to be seismically isolated, 2-g ... a supporting member (connecting member) made of a member of a structure supporting a structure to be seismically isolated, 2-x: Universal rotary contact (serial connection) that connects support members consisting of 3) seismic isolation plate, 3-a: upper seismic isolation plate, or upper seismic isolation plate (upper seismic isolation plate sandwiching the middle sliding part of the double or more seismic isolation plate seismic isolation device / sliding bearing), Or upper sliding member, 3-b: lower seismic isolation plate, or lower seismic isolation plate (lower seismic isolation plate with two or more seismic isolation plates / lower seismic support sandwiching the intermediate sliding part of the sliding bearing), or lower slide 3-m: Intermediate seismic isolation plate or intermediate slide member 3-m1: Intermediate seismic isolation plate (Part 1) 3-m2: Intermediate seismic isolation plate (Part 2) 3-m3: Intermediate seismic isolation Dish (Part 3), 3-m4 ... Intermediate seismic isolation plate (Part 4), 3-m5 ... Intermediate seismic isolation plate (Part 5), 3-m6 ... Intermediate seismic isolation plate (Part 6), 3-t ... Isolated Separation line of sliding part with different friction coefficient of shaking plate (actually no line, etc.), 3-s ... vertical connecting slide member / part (slide member / part connecting seismic isolation plates), 3-g ... vertical guide sliding member ·part, Outer guide part, inner guide part, 3-gi: groove for inserting vertical guide slide member / part, 3-c: seal around the side of seismic isolation plate or dustproof cover, 3-d: vertical joint slide member / part 3-s and guide part of upper and lower guide slide member / part 3-g, 3-u: protrusion on seismic isolation plate, 3-v: recess on seismic isolation plate (protrusion of 3-u on seismic isolation plate) 3-e: Elastic or plastic material laid or attached to the seismic isolation plate, 3-r: Rack, 3-l: Guide, 4: Slide member, 4-i: Inner slide member 4-o ... outer slide member, 4-oi ... second and subsequent slide members, 4-p ... slide stopper, 4-v ... upper slide hole, 4-a ... upper slide member, 4-as ... 4-al: Lower member of upper slide member, 4-al1: Lower member of upper slide member, 4-al2: Lower member of upper slide member 4-b: Lower slide member, 4-bs: Seismic isolation plate of lower slide member, 4-bu: Upper member of lower slide member, 4-bu1: Upper member of lower slide member, 4-bu2: Lower slide Upper member, 4-m: Intermediate slide member, 4-mm: Intermediate member of intermediate slide member, 4-av: Slide hole above upper slide member, 4-bv: Slide above lower slide member 4-alv: slide hole on the lower member of the upper slide member; 4-buv: slide hole on the upper member of the lower slide member; 4-c: holding member (such as a plate) of the slide member; -s: Elastic body such as spring, air spring, rubber, laminated rubber, etc., or an elastic body such as a magnet (using repulsive attraction between magnets) is called "spring etc." , 4-fs… Presser leaf spring for slide member, etc. 4-t… Support slide member 5-Roller ball (bearing) part or sliding part (referred to as sliding part), 5-a ... vertical seismic isolation device or cylinder of sliding part, 5-b ... vertical seismic isolation device or sliding part of cylinder 5-c: Vertical seismic isolation device or the tip of a sliding part to be attached to the tip of a spring or the like inserted into the cylinder of the sliding part. 5-d: Vertical seismic isolation device or spring of the cylinder of the sliding part. Holder male screw, 5-e: Ball (bearing), 5-f: Roller (bearing), 5-fr: Gear of roller (bearing), 5-fl: Guide insertion groove of roller (bearing), 5-er ... Ball bearing circulating rolling guide return hole / return ball row, 5-fr… Roller bearing circulating rolling guide return hole / return roller row, 5-g… Cage (ball bearing / roller bearing), 5-u… Sliding part Upper part (upper surface), 5-l ... Sliding part lower part (lower surface), 6 ... Intermediate sliding part with intermediate sliding part and roller ball (bearing) (referred to as intermediate sliding part), 6-u ... upper part of sliding part (upper surface), 6-l ... lower part of sliding part (lower surface), 6-a ... One intermediate sliding part, 6-b ... second intermediate sliding part, 6-c ... third intermediate sliding part, 6-d ... sliding part of intermediate sliding part with roller ball (bearing), 7 ... fixing pin, Fixed engagement friction material, pin (the following branch numbers are also used for the description number of the delay / generator), 7-a ... insertion cylinder / cylinder (fixed pin mounting portion) for piston-like member 7-p, 7-aa: anterior chamber to the insertion cylinder / cylinder of the piston-like member 7-p; 7-ab: auxiliary chamber of the insertion cylinder / cylinder of the piston-like member 7-p (such as an earthquake sensor amplitude device); -abj ... from the insertion tube 7-a of the piston-like member 7-p to the accessory chamber 7
7-ac: Liquid storage tank or outside, 7-acj: Insertion cylinder or auxiliary chamber 7-a for piston-like member 7-p
7-acj: an annular part around the lock valve 20-l of the outlet path 7-acj, 7-ao ... an insertion tube 7-a, attached 7-b: threading for mounting / removing the fixing pin, 7-c: chipping for locking the fixing pin, etc. 7-d ... male thread, 7-e ... pipe, 7-ec ... connecting pipe to other fixing device, 7-er ... return pipe / return path / return port (liquid storage tank 7-ac) Or a return port of the piston-like member 7-p from the outside to the insertion cylinder or the accessory chamber 7-ab), 7-f ... valve, 7-fs ... check valve, 7-fso ... check valve (tubular valve) ) Opening 7-fb ... Ball type valve, 7-sf ... Sliding lock valve, 7-sfo ... Opening hole of sliding lock valve, 7-sff ... Non-opening hole of sliding lock valve, 7-sfp ... Sliding lock valve 7-ef: Electric valve, solenoid valve, mechanical valve, hydraulic / pneumatic (hydraulic / pneumatic) valve, valve 7-mf: Manual valve (for manual fixing in strong wind) 7-g: Horizontal Stand 7-h ... Working part (extrusion part, pulling part, etc.) 7-i ... Spring etc. to keep valve 7-f always closed 7-j ... Hole (and groove), 7-jo ... Gas in cylinder 7-a: hole exiting from 7-a, 7-ji: hole through which gas enters 7-a in the cylinder, 7-ja: air vent pipe, 7-jc: connection port to other fixing devices, 7-jcf: connection port 7-jc 7-jr: return hole / groove, 7-js: pipe provided on cylinder / piston-like member
Groove, 7-k ... notch into which the first lock member 7-l is inserted
Grooves / dents, 7-l: first lock member, 7-m: notch into which second lock member 7-n is inserted
7-n: second locking member, 7-o: spring, etc., 7-p: piston-like member (operating portion of fixing device / operating portion of damper), 7-pa: groove 7- on the surface a cylindrical piston-shaped member having a pr and rotatable freely by a rotating mandrel 7-x; 7-pb ... interlocked with the piston-shaped member 7-pa and the rotating mandrel 7-x; wires, ropes, cables, rods, etc. 8 7-pc: dustproof / waterproof cover at the opening of the insertion tube 7-a; 7-pd: seal member of the dustproof / waterproof cover 7-pc; 7-pg: piston-like member 7 Guide provided on the surface of -pa (piston-like member 7-pa moves with pin 7-ph fitted therein) 7-ph ...
7-pha ... Pin 7-ph insertion cylinder, 7-pi ... Guide 7-pg, piston-like member 7-pa
The point where the pin 7-ph is located when it comes out of a most 7-pj ... On the guide 7-pg, the piston-like member 7-pa is
The point where the pin 7-ph is located when it is most inside a. 7-pk: The linear part of the guide 7-pg 7-pl ... The curved part of the guide 7-pg 7-pm ... Projecting from the fixed pin 7 Arm member, 7-pp: Pipe for sending liquid from piston-like member of wind sensor, 7-psa: External fixed pin (of separate type fixed pin), 7-psb: Internal of external fixed pin 7-psa Side fixed pin 7-psc
7-psc ... Internal fixed pin (of separated type fixed pin), 7-psd ... External fixed pin 7-psa of internal fixed pin 7-psc
7-q: wind sensor (with a power supply that activates the fixing pin of the fixing device according to the signal from the wind sensor), 7-qd: wind generator type wind sensor 7-ql: wind sensor and seismic sensor Signal line (wire, rope, cable, rod, electric cord, or pipe through which liquid or gas such as oil flows), 7-r: Plate receiving wind pressure (wind pressure plate), 7-s: Shearing pin type fixing pin 7-t: Hydraulic pump interlocking with the wind pressure plate, 7-u: Hydraulic pump for operating the fixing device, 7-v: Insertion part of fixing pin, etc. (If the fixing side is not the supporting side, the fixing pin receiving member) 7-vs: A sliding surface above the insertion portion 7-v, 7-vsh: A support member that supports a sliding surface above the insertion portion 7-v, 7-vm: A concave shape such as a mortar-shaped or spherical-shaped fixing pin. Insertion part (fixing pin receiving member), 7-vmc ... Insertion part of concave shape such as mortar shape and spherical shape of fixing pin 7-vmr: a concave-convex member (fixed pin receiving member) for receiving a fixed pin (or its tip 7-w) with a reduced radius of curvature or an increased gradient only at the center portion vmt: A mortar-shaped or spherical convex member (fixed pin receiving member) that receives a fixed pin (or its tip 7-w); 7-vn: A flat plate that receives a fixed pin (or its tip 7-w) 7-w: Fixed pin tip, 7-wm: Friction material with large frictional resistance 7-x: Rotating shaft / rotating mandrel, rotating shaft insertion part, 7-y: Tail wing, 7-z: Wire, Rope, cable, support point of rod 8, 8… Wire, rope, cable, rod, etc. 8-f… Flexible member (connection member) such as wire, rope, cable, etc. 8-fj… Wire, rope, cable, etc. Support points such as flexible members or springs (flexible join 8-d: rod, etc. 8-e: end of 8-d rod, etc. 8-j: flexible joint of 8-d rod, etc. 8-u: upper chord material, 8-l: lower chord material, 8 -r: Release, 8-rf: Release fixing material, 8-y: Wires, ropes, cables, rods, etc. 8 provided on the hanging material 20-s can be adjusted in tension, allowing twisting due to rotation. Supporting point, 8-z ... A joint, such as a rod, which is constrained in the vertical direction and freely rotatable in the horizontal direction, 8-d ... A spring, etc. 9-c ... A spring for compression, 9-t ... Tension 9-u: Spring for horizontal vibration, etc. 10: Stopping member of spring, etc. (seismic-isolated structure immediately below (in the reverse case, a structure supporting the seismic-isolated structure)) 11) Lock member of the fixed pin (member for locking the fixed pin), 11-a: Lock member of the lock member of the fixed pin (of the fixed pin) 11-o: play between the fixing pin 7 and the locking member 11; 11-s: fixing member that enables the locking member 11 to slide on the fixing pin and restricts the locking member in directions other than the sliding direction; -v: Lock hole of the lock member 11 of the fixed pin, 11-x: Rotating mandrel of the lock member 11 of the fixed pin, 12: Hanging member of the fixed pin, 12-f: Mounting portion of the hanging member of the fixed pin, spring, etc. (Attached to the seismically isolated structure with the mounting portion 12-f, the supported structure, or the structure supporting the seismically isolated structure), 13 ... Earthquake sensor amplitude device (pendulum type) 14) Earthquake sensor amplitude device (gravity restoration type), 15 ... Earthquake sensor amplitude device (spring restoration type), 15-s ... Sensitivity adjustment screw of earthquake sensor amplitude device 15, 16 ... Cutting blade, 17 ... Earthquake sensor ( Working part of the device (extrusion) -
18: cushioning material, cushioning material such as viscous material, 19: pulley for wire, rope or cable, 19-a: displacement of wire, rope, cable, rod, etc. 8 in tension (compression) direction only A guide member such as a roller that converts to a resistance and does not cause resistance; 19-i: a rotating shaft and a mounting portion of the pulley 19; 20: a weight, a weight that vibrates during an earthquake of a seismic sensor (amplitude) device (the fixed point state is from the ground) When the weight frequency approaches the frequency of the earthquake, that is, when it approaches the resonance range, it really vibrates, 20-a ... (also becomes a weight) 20-b ... 20-bb: small ball incorporated in the ball-type weight; 20-bs: upper retainer of ball-type weight 20-b (attached to the fixing device body); 20-c: piston-like member 7 -p insertion tube 7-a or attached A cover material for the gap between the weights 20 and 20-b and the outlet / exit path acj from the liquid storage tank 7-ac or the outside from 7-ab, 20-cc ... the insertion cylinder 7-a for the piston-like member 7-p or A pipe which serves as a cover for the gap between the weights 20 and 20-b and the liquid storage tank 7-ac from the auxiliary chamber 7-ab or the outlet / outlet path acj to the outside, 20-cp ... by operation of the weights 20, 20-b A lock valve pipe serving as an outlet / outlet path acj valve, 20-cpt: a tip portion in contact with the weight of the lock valve pipe, 20-cpo: an opening of the lock valve pipe 20-cpi: a suction port of the lock valve pipe 20-cps ... Lock valve pipe support (attached to the fixing device body), 20-cpss ... Spherical mortar or circle for sliding (sliding / rolling) the weight 20, 20-b of the lock valve pipe support and the seismic sensor amplitude device. Pillow trough, V-shaped trough, etc., concave sliding surface (sliding / rolling surface, same hereafter) sensor seismic isolation plate 20-cpssu ... Sensor seismic isolation plate 20-cpss, weight 20 of curved surface parallel to 20-cpss, upper retainer of 20-b (attached to fixing device main body), 20-cpso: Opening for supporting the lock valve pipe 20-cs: Receiving material (attached to the fixing device main body) that is attached to the fixing device main body and receives the tube 20-cp to block the normal flow from the tube 20-cp. Attached), 20-d ... rising priest-type weight, 20-da ... weight of rising priest-type weight 20-d 20-db ... connecting part of rising priest-type weight 20-d 20 -dc ... Valve 20-d for the riser-type weight 20-e ... Valve by weight, 20-f ... Mounting part for the weight 20 and 20-a hanging material (structure to support the seismically isolated structure) 20-h ... weight 20, 20-a, 20-e (20-s, such as hanging material)
20-i ... weights 20, 20-a, 20-e (20-s for hanging materials, etc.)
20-j ... weights 20, 20-a, 20-e (20-s, etc.)
20-k ... weight 20, 20-a, 20-e (suspending material 20-s)
20-l ... lock valve, 20-lt ... tip part in contact with the weight of lock valve 20-l, 20-ls ... lock valve 20-l attached to the fixing device body
Receiving part (attached to the fixing device main body) that interrupts the normal flow upon receiving, 20-s ... weight 20, 20-a hanging material, 20-p ... interlocking with lock valve 20-l Weights 20, 20-b,
20-pu: an upper member of the pin 20-p, 20-pd: a lower member of the pin 20-p, 20-pp: a pin connecting the upper member and the lower member of the pin 20-p 20-pds: a spring for pressing the lower member of the pin 20-p, etc. 20-pr: a rack carved on the pin 20-p, 21: a fixing device automatic restoration device, 22: a fixing device automatic control device, 22-a ... Automatic control device for fixing device (electromagnet), 22-b ... Automatic control device for fixing device (motor), 23 ... Electric wire, 23-c ... Contacts for electricity, etc. 24 ... Slide device for amplitude adjustment, 25 ... Spring, etc. 25-a: spring for restoring, etc. 25-b: spring for preventing disengagement, 26: cushioning material / elastic material / plastic material, 26-a: cushioning material, 26-b: elastic material, 26-c ... Rigid member with cushioning material / elastic material, 27 ... Connecting member connecting member, 27-p ... Retaining washer or play of engaging member connecting member G, 28: Hard plate (laminated rubber), 29: Rubber or spring (including air spring) body, 30: Plastic soluble in organic solvent or plastic soluble in water, 31 ... (Earthquake sensor of new gravity restoration type seismic isolation device) (Amplitude) device, fixing device, damper) trumpet-shaped or mortar-shaped insertion port or insertion port with rollers, 32: sliding device for absorbing vertical displacement of sliding part, 33: ground, 34: for restoration A trumpet-shaped or mortar-shaped insertion port with a spring or the like, or an insertion port with a roller, 35: a sliding part, an intermediate sliding part, a recess such as a ball or a roller of a seismic isolation plate, 36 ... an interlocking mechanism, 36-a ... a pin, 36-b: Lever, 36-bf: Valve part by lever, 36-c: Rack, 36-cp: Rack plate, 36-ca: Rack with teeth inclined at different angles for each moving direction, 36-cb ... Hold rack 36-ca and protrude from fixing pin 7 A movable member connected to the arm member 7-pm at a fulcrum 36-cc; a movable fulcrum connected to the arm member 7-pm with a movable member 36-cb; 36-cd: a rack, weight, etc. Slide, 36-cg… Guide (supports slide member 36-cs), 36-cs… Slide member (with rack 36-c on the surface), 36-cw… Weight that can change weight freely, 36-d ... Gear, 36-di ... Rotation shaft and attachment part of gear, 36-dti ... Lever attachment part to gear (point of application of lever), 36-da ... Gear with teeth inclined at different angles for each rotation direction 36-e: gear, 36-ea: small gear integrated with the rotating shaft of the gear, 36-ei: rotating shaft and mounting portion of the gear, 36-f: moving pulley, 36-g: fixed pulley, 36 -h ... Lever fulcrum, 36-hs ... Lever fulcrum support, 36-i ... Pulley / gear rotating shaft and mounting part, 36-il ... Pulley / A bearing that supports the rotating shaft of the gear so that it can slide freely. 36-j: At the point of action of the lever, at the support point of the wire, rope, rod, etc. 8 attached to the lever, 36-ja ... At the point of action of the lever, Support point of lock member 11 36-k: Wire, rope, rod, etc. attached to gear 8
36-l ... the point of leverage, the point of transmission of force from the weight 20, 20-b or lock valve 20-l to the lever, 36-m ... the insertion part of leverage point, 36-n ... Escape wheel 36-o ... Ankle 36-p ... Ankle 36-o claws (1) 36-q ... Ankle 36-o claws (2) 36-r ... Ankle 36-o fulcrum 36-s ... Flexible material 36-t: flexible joint 36-ta: flexible protective cover 36-u: surface member 36-ue: gentle slope of surface member 36-u 36-us: steep slope of surface member 36-u 36-um: surface member 36 -u surface material 36-vm ... Spherical surface, mortar or cylindrical valley surface, V-shaped valley surface, etc. for sliding (rolling / rolling) the weights 20 and 20-b of the earthquake sensor amplitude device. Rolling surface part, the same shall apply hereinafter) seismic isolation plate (sensor seismic isolation plate), 36-vmc: central sensor seismic isolation plate, 36-vmo: outer peripheral sensor 36-vmr ... return route (road) to the center (normal position) of the sensor seismic isolation plate 36-vm, 36-vmri ... return port of the sensor seismic isolation plate 36-vm, 36-w ... water wheel (Windmill), 36-wa ... Blade (flexible) of water turbine (windmill), 36-wb ... Member for supporting (not bending) blade 36-wa of watermill (windmill), 36-z … A horizontally shaped hole (transmitting only the tensile force with an amplifier, etc.
37: input interlocking part, 38: output interlocking part, 39: pin state fixation by bolts, etc., 40: L-shaped member (of the pulling force limited transmission device), 41: horizontal members on a foundation such as a base; 42: structural plywood; 43: columns; 44: generator 45: lock member control device (electromagnet) 46: lock member control device (motor) 47: lock member Control device 48: drain pipe, 48-2: drain pipe of intermediate drain basin, 48-p: lid of (intermediate) drain basin installed in drain pipe, 48-ps: lid of drain basin installed in drain pipe Elastic seal between the drain basin and the drain basin, 49: drain basin, 50: intermediate drain basin, 50-b: elastic body such as restoration spring of the intermediate drain basin, 51: unit main body 51 ': adjacent unit main body 52: unit below Member (base) 52 '... Lower member of adjacent unit (base) 53 ... Unit pillar 53 '... Adjacent unit pillar 54 ... Seismic isolation device 55 ... Extrusion part of seismic isolation device 56 ... Basic of seismic isolation device

──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. ⁷ Identification symbol FI Theme court ゛ (Reference) F16F 15/02 F16F 15/02 L (31) Priority claim number Japanese Patent Application No. 10-378590 (32) Priority date December 1, 1998 (1998.12.1) (33) Priority claiming country Japan (JP) (31) Priority claim number Japanese Patent Application No. 10-378593 (32) Priority date December 31, 1998 (1998.12.31) (33) Country of priority claim Japan (JP) (31) Priority claim number Japanese Patent Application No. 11-169003 (32) Priority date February 24, 1999 (Feb.24,1999) (33) Priority claim country Japan (JP) (31) Priority claim number Japanese Patent Application No. 11-113,981 (32) Priority date March 11, 1999 (1999. 3.11) (33) Priority claim country Japan (JP) (31) Priority claim number Japanese Patent Application No. 11-158430 (32) Priority date April 26, 1999 (1999. 4.26) (33) Priority claim country Japan (JP) (31) Priority claim number Japanese Patent Application No. 11-167227 (32) Priority date May 3, 1999 (5.3.1999) (33) Priority claim country Japan (JP) (31) Priority claim number Japanese Patent Application No. 11-190821 (32) Priority date May 30, 1999 (May 30, 1999) (33) Priority claiming country Japan (JP) (31) Priority claim number Japanese Patent Application No. 11-215686 ( 32) Priority date June 22, 1999 (June 22, 1999) (33) Priority country Japan (JP)

Claims (263)

[Claims] A. Seismic isolation device 1. Cross-type seismic isolation device / slide bearing, or cross gravity recovery type seismic isolation device / slide bearing 1.1. Cross-type seismic isolation device / slide bearing, or cross gravity recovery type seismic isolation device / slide bearing The present invention is characterized in that a downward concave sliding surface portion (sliding / rolling surface portion, hereinafter the same) or a flat sliding surface portion is provided between a structure to be seismically isolated and a structure supporting the structure to be seismically isolated. The upper member (upper slide member) and a lower member (lower slide member) having an upward concave sliding surface portion or a flat sliding surface portion are configured to engage and slide in directions intersecting each other, and A seismic isolation device and a sliding bearing, wherein the upper member is provided on a structure that is seismically isolated, and the lower member is provided on a structure that supports the structure that is seismically isolated.
Also seismic isolation structure by it. 1.2. Cross-type seismic isolation device / sliding bearing, cross gravity recovery type seismic isolation device / middle sliding part of sliding bearing 2. The seismic isolation device and sliding bearing according to claim 1, wherein an intermediate sliding portion or an intermediate sliding portion having a roller ball (bearing) is provided between the upper sliding member and the lower sliding member. A seismic isolation device, a sliding bearing, and a seismic isolation structure thereby. 1.3. Cross gravity restoration type pull-out prevention device / sliding bearing 3. The seismic isolation device / sliding bearing according to claim 1, wherein the upper slide member and the lower slide member have a horizontally elongated slide hole, and these slide members are connected to each other. In the direction crossing each other,
A seismic isolation device, a sliding bearing, and a seismic isolation structure formed by engaging and sliding with both slide holes. 4. The seismic isolation device / sliding bearing according to claim 1, wherein a lower concave sliding surface portion is provided on a lower surface of the upper member sandwiching the sliding hole of the upper sliding member, and the lower sliding member sandwiches the sliding hole. On the upper surface of the upper member, there is an upward concave sliding surface portion on which the downward concave sliding surface portion of the lower surface of the upper member of the upper sliding member can slide, and on the lower surface, a downward convex sliding surface portion, and On the upper surface of the lower member sandwiching the slide hole, an upward convex sliding surface portion that can slide on the downward convex sliding surface portion of the lower surface of the upper member of the lower sliding member, and has a downward concave sliding surface portion on the lower surface, On the upper surface of the lower member sandwiching the slide hole of the lower slide member, the lower slide member of the lower member of the upper slide member has an upward concave concave slide surface portion on which the downward concave slide surface portion can slide. Seismic isolation device, sliding bearings, also base-isolated structure according thereto, characterized and. 2. Improvement of pull-out prevention device and sliding bearing 2.1. Pull-out prevention device with restoration / damping spring, etc., sliding bearing 5. An upper slide member and a lower slide member provided between a seismically isolated structure and a structure supporting the seismically isolated structure, the slide member having a horizontally elongated slide hole and a lower slide member. In the intersecting direction, it is configured to engage with both slide holes and to be slidable, and is configured by providing a cushioning material and an elastic body such as a spring, rubber, and a magnet on both sides of the slide hole, and By providing an upper slide member on a structure to be seismically isolated and a lower slide member on a structure that supports the structure to be seismically isolated,
Also seismic isolation structure by it. 6. The method of claim 3, claim 4, claim 8,
Claims 9, 10, 10, 11, and 18
Claim, Claim 19, Claim 21, Claim 22, Claim 23, Claim 24, Claim 26, Claim 27
In the seismic isolation device / sliding bearing according to any one of claims, 28 and 28-2, a cushioning material and an elastic body such as a spring, a rubber, and a magnet are provided on both sides of the engaged slide hole. A seismic isolation device, a sliding bearing, and a seismic isolation structure using the seismic isolation device. 7. The seismic isolation device / sliding bearing according to claim 1, wherein springs, rubbers, and rubbers provided on both sides of the engaged slide hole.
Seismic isolation devices and sliding bearings, characterized in that the elastic body and cushioning material such as magnets have elasticity and cushioning force that can change in two steps, multiple steps, or steplessly, and seismic isolation by it Structure. 2.2. Pullout prevention device with laminated rubber / rubber / spring etc.
Sliding bearing 8. An upper slide member and a lower slide member which are provided between a seismically isolated structure and a structure supporting the seismically isolated structure, and which have a horizontally elongated slide hole are provided. An upper slide member or a seismically isolated structure, and a lower slide member or a seismically isolated structure supporting the lower slide member or the seismically isolated structure; An elastic body such as laminated rubber, rubber, a spring, a magnet, or a cushioning material is provided therebetween, and a structure that supports a structure that is isolated from the upper slide member and a structure that is isolated from the lower slide member Seismic isolation device characterized by being provided in
Sliding bearing and seismic isolation structure. 2.3. Enhancement of pull-out prevention function 9. An upper slide member and a lower slide member which are provided between a seismically isolated structure and a structure supporting the seismically isolated structure, and each of which has a slide hole which is elongated vertically and horizontally. Are configured so as to engage with the slide holes on both sides in the direction intersecting with each other, and to attach and slide an engagement material penetrating the slide holes on both sides, and are seismically isolated from the upper slide member. A seismic isolation device, a sliding bearing, and a seismic isolation structure formed by providing a lower slide member on a structure supporting a seismically isolated structure. 10. The seismic isolation device / sliding bearing according to claim 3, wherein a slide hole is provided on the upper and lower slide members, and the engagement member penetrates the slide hole. Seismic isolation device / slip bearing, characterized by being constructed by attaching a mixture
Also seismic isolation structure by it. 2.4. New pull-out prevention device and sliding bearing (1) New pull-out prevention device and sliding bearing 11. An upper slide member and a lower slide member provided between a structure to be seismically isolated and a structure supporting the structure to be seismically isolated, and having an elongated opening slide hole on the upper side thereof. A lower slide member is attached to a structure that is engaged in a crossing direction, is attached with an engagement material that penetrates the upper slide holes, and is slidable, and the upper slide member is seismically isolated. A seismic isolation device, a sliding bearing, and a seismic isolation structure formed by being provided on a structure supporting a structure to be seismically isolated. (2) New pull-out prevention device and sliding bearing 12. An outer slide member provided between a structure to be isolated and a structure supporting the structure to be isolated, wherein the inner slide member is wrapped in the outer slide member with room for sliding in the horizontal direction. The inner slide member and the outer slide member are supported on a structure that is seismically isolated, and the other is supported on a structure that is seismically isolated. A seismic isolation device, a sliding bearing, and a seismic isolation structure formed by being provided on a structure. 13. An outermost slide member provided between a seismically isolated structure and a structure supporting the seismically isolated structure, wherein the innermost slide member has room for sliding in the horizontal direction. Wrapped in a member,
The second slide member is composed of one or more wrapping-in relation slide members which are sequentially configured so as to be wrapped in the outer slide member with a room for sliding in the horizontal direction, and One of the inner slide member and the outermost slide member is provided on a structure to be seismically isolated, and the other is provided on a structure for supporting the structure to be seismically isolated. Seismic isolation device, sliding bearing, and seismic isolation structure. (3) New pull-out prevention device and sliding bearing 14. An inner slide member is provided between a structure to be isolated and a structure supporting the structure to be isolated, and the inner slide member is wrapped in the outer slide member with room for sliding in the horizontal direction. So configured, there are two sets of upper and lower slide devices composed of slide members in a wrapping relation, and are connected to each other, and one of the upper and lower two sets of slide devices is A seismic isolation device, a sliding bearing, and a seismic isolation device, characterized in that the seismic isolation structure comprises a pair of lower members provided on a structure supporting the seismic isolation structure. Seismic structure. 15. A slide member provided between a structure to be seismically isolated and a structure supporting the structure to be seismically isolated, wherein an innermost slide member has a room for sliding in the horizontal direction and is an outermost slide member. And the second slide member is sequentially wrapped in the outer slide member with room for sliding in the horizontal direction. The slide device is composed of one or more wrapping slide members. However, there are two upper and lower sets, which are connected to each other, and one of the upper and lower two sets of sliding devices is seismically isolated, and the lower set is seismically isolated. A seismic isolation device, a sliding bearing, and a seismic isolation structure formed by being provided on a structure that supports a structure that supports the same. 2.5. Gravity restoring pull-out prevention device / slip bearing (2) Gravity restoring pull-out prevention device / sliding bearing 16. The seismic isolation device and the sliding bearing according to claim 12, wherein the outer sliding member of the inner and outer sliding members in the wrapping relation is a concave type sliding member. A seismic isolation device, a sliding bearing, and a seismic isolation structure having a surface portion, wherein the inner slide member is configured to slide on the concave sliding surface portion. 2.4. (4) New pull-out prevention device, with spring of slide bearing 23 (3) Gravity restoration type pull-out prevention device, with spring of slide support 17. The seismic isolation device / sliding bearing according to claim 12, wherein a restoring force is provided between the inner slide member and the outer slide member. A seismic isolation device / sliding bearing, which is constituted by providing an elastic body and a cushioning material such as a coil spring, a leaf spring, a spiral leaf spring, rubber, and a magnet;
Also seismic isolation structure by it. (1) Gravity restoration type pull-out prevention device / slip bearing 18. An upper slide member and a lower slide member provided between a structure to be seismically isolated and a structure supporting the structure to be seismically isolated and having a horizontally elongated slide hole, In the intersecting direction, both slide holes are engaged and configured to be slidable, and one of the upper slide member and the lower slide member has a seismic isolation plate having a concave sliding surface portion, and the other is provided with A structure having a roller ball (bearing) or a sliding portion capable of sliding on a concave sliding surface portion of the seismic isolation plate, wherein the structure is seismically isolated from the upper slide member and the lower slide member. A seismic isolation device, a sliding bearing, and a seismic isolation structure using the seismic isolation device, wherein the seismic isolation device is configured by being provided in a structure that supports the base. 2.6. Pull-out prevention device, gravity recovery type seismic isolation device for sliding bearing, vertical displacement absorbing device for sliding bearing vibration 2.6.1. Hold down with a member with spring etc. 19. An upper slide member and a lower slide member, which are provided between a structure to be seismically isolated and a structure supporting the structure to be seismically isolated, and have a horizontally elongated slide hole, are connected to each other. In the intersecting direction, it engages with both slide holes, and the other slide member is inserted into an elastic body such as a spring, a rubber, a magnet, etc. in the slide hole which is horizontally elongated in both the upper slide member and the lower slide member. A member such as a plate pressed by a cushioning material is attached and slidable, and the upper slide member is provided on a structure to be seismically isolated, and the lower slide member is provided on a structure for supporting the structure to be seismically isolated. A seismic isolation device, a sliding bearing, and a seismic isolation structure formed thereby. 2.6.2. Gravity restoration type seismic isolation device, with same curvature as sliding bearing 20. An upper slide member and a lower slide member provided between a structure to be seismically isolated and a structure supporting the structure to be seismically separated and having a horizontally elongated slide hole. Engage both slide holes in the direction intersecting and allow them to slide. The upper slide member and the lower slide member have the curvature of the seismic isolation plate of the gravity recovery type seismic An isolator having the same gradient shape, and wherein the upper slide member is provided on a seismically isolated structure and the lower slide member is provided on a structure supporting the seismically isolated structure. Seismic devices, sliding bearings, and seismic isolation structures. 2.7. Pull-out prevention device, intermediate sliding part of sliding bearing (sliding type) 21. An upper slide member and a lower slide member, which are provided between a seismically isolated structure and a structure supporting the seismically isolated structure, and each having a horizontally elongated slide hole. In the intersecting direction, it is configured to engage and slide in both slide holes, and, between the upper slide member and the lower slide member,
An intermediate sliding portion or an intermediate sliding portion having a roller ball (bearing) is provided, and the upper slide member is seismically isolated and the lower slide member is seismically isolated. A seismic isolation device, a sliding bearing, and a seismic isolation structure using the seismic isolation device. 2.8. Pull-out prevention device, intermediate sliding part of the sliding bearing (rolling type) 22. An upper slide member and a lower slide member provided between a seismically isolated structure and a structure supporting the seismically isolated structure, the slide member having a horizontally elongated slide hole, and an upper slide member and a lower slide member. In the intersecting direction, it is configured to engage and slide in both slide holes, and, between the upper slide member and the lower slide member,
A roller ball (bearing) is provided, and the upper slide member is provided on a seismically isolated structure, and the lower slide member is provided on a structure supporting the seismically isolated structure. Seismic isolation device, sliding bearing, and seismic isolation structure. 2.9. Improvement of pull-out prevention device and sliding bearing 23. An upper slide member, an intermediate slide member, and a lower slide provided between a structure to be seismically isolated and a structure supporting the structure to be seismically isolated, the slide member having a horizontally elongated slide hole. The upper slide member and the intermediate slide member, and the intermediate slide member and the lower slide member are engaged with both slide holes in a direction intersecting each other, and are configured to be slidable, and The upper slide member is provided on a structure to be seismically isolated, and the lower slide member is provided on a structure for supporting the structure to be seismically isolated. Seismic isolation structure by it. 2.10. Improvement of pull-out prevention device and sliding bearing 24. An upper slide member and a lower slide member which are provided between a structure to be seismically isolated and a structure supporting the structure to be seismically isolated and have a horizontally elongated slide hole. In the intersecting direction, both slide holes are configured to be engaged and slidable, and either or both of the lower member constituting the upper slide member, the upper member constituting the lower slide member, or both, A structure configured to slide in the horizontal direction while being restrained in the vertical direction with respect to the slide member, and to support a structure that is isolated from the upper slide member and a structure that is isolated from the lower slide member. A seismic isolation device, a sliding bearing, and a seismic isolation structure formed by being provided on a body. 24. An upper slide member and a lower slide member which are provided between a structure to be seismically isolated and a structure supporting the structure to be seismically isolated, and each having a horizontally elongated slide hole. In a direction intersecting with each other, it is configured to engage with both slide holes and be slidable, and one or both of a lower member constituting the upper slide member, an upper member constituting the lower slide member, By being engaged with a hook or a hook provided on opposite sides of each slide member, the slide members are configured to slide horizontally while being restrained in the vertical direction with respect to each slide member, and The upper slide member is provided on a seismically isolated structure, and the lower slide member is provided on a structure supporting the seismically isolated structure. Seismic isolation device, sliding bearings, also base-isolated structure by it. 25. The seismic isolation device / sliding bearing according to claim 24 or 24-2, characterized by being provided with a sliding-type intermediate sliding portion or a rolling-type intermediate sliding portion. Seismic isolation device
Sliding bearing and seismic isolation structure. 26. The seismic isolation device / sliding bearing according to the preceding claim, wherein the lower member constituting the upper slide member and the upper member constituting the lower slide member have holes opened in the sliding direction, respectively. A seismic isolation device, a sliding bearing, and a seismic isolation structure formed by providing a sliding-type intermediate sliding portion or a rolling-type intermediate sliding portion in a hole intersecting with the above. 27. The seismic isolation device / sliding bearing according to claim 24 or 24-2, wherein the lower member constituting the upper slide member and the upper member constituting the lower slide member each comprise two members. The sliding member is formed by providing a sliding-type intermediate sliding portion or a rolling-type intermediate sliding portion in the intersecting hole formed by the two separated members. Characteristic seismic isolation device, sliding bearing, and seismic isolation structure. 2.11. Improvement of pull-out prevention device and sliding bearing 28. An upper slide member, an intermediate slide member, and a lower slide provided between a seismically isolated structure and a structure supporting the seismically isolated structure, and having a horizontally elongated slide hole. The upper slide member and the intermediate slide member, and the intermediate slide member and the lower slide member are engaged with both slide holes in a direction intersecting with each other, and are slidable. One or both of the lower member constituting the upper slide member and the upper member constituting the lower slide member slide in the horizontal direction while being restrained in the vertical direction with respect to the upper slide member and the lower slide member, respectively. And the lower slide member is provided on a structure that supports the seismically isolated structure, and the upper slide member is provided on a structure that is isolated. Seismic isolation device, sliding bearings, also base-isolated structure according thereto, characterized by comprising constituted by the. 28. An upper slide member and an intermediate slide member provided between a seismically isolated structure and a structure supporting the seismically isolated structure, the slide member having a horizontally elongated slide hole. A lower slide member, wherein the upper slide member and the intermediate slide member are engaged with each other in a direction intersecting the intermediate slide member and the lower slide member with both slide holes, and are configured to be slidable. Either or both of the lower member constituting the upper slide member and the upper member constituting the lower slide member engage with the hooking portions or hooking portions provided on the opposite sides of the respective slide members. Thereby, the upper slide member and the lower slide member are configured to slide in the horizontal direction while being restrained in the vertical direction, and A seismic isolation device and a sliding bearing, characterized in that the lower slide member is provided on a structure supporting the seismically isolated structure, and the lower slide member is provided on a structure supporting the seismically isolated structure. Seismic isolation structure. 2.12. Improvement of pull-out prevention device and sliding bearing 29. A structure provided between a structure to be seismically isolated and a structure supporting the structure to be seismically isolated, slides horizontally while being restrained in the vertical direction with respect to the upper seismic isolation plate, and The upper seismic isolation plate and the lower seismic isolation plate are connected in the vertical direction by a vertical connecting slide member that is configured to slide in the horizontal direction while being restrained in the vertical direction with respect to the side seismic isolation plate. The upper seismic isolation plate is configured to be slidable, and the lower seismic isolation plate is provided on a structure that supports the seismically isolated structure, and the lower seismic isolation plate is provided on a structure that supports the isolated structure. A seismic isolation device, a sliding bearing, and a seismic isolation structure. 29-2. A seismic isolation device / sliding bearing provided between a seismically isolated structure and a structure supporting the seismically isolated structure, and a seismic isolation structure provided thereby. The upper and lower seismic isolation plates are connected to the upper and lower seismic isolation plates by engaging the upper and lower connecting slide members having the portions (or the engagement portions) with the engagement portions (or the engagement portions) provided on the upper and lower seismic isolation plates. The upper seismic isolation plate is connected to the upper seismic isolation plate in the vertical direction and is slidable in the horizontal direction. A seismic isolation device, a sliding bearing, and a seismic isolation structure using the seismic isolation device, wherein the seismic isolation structure is constituted by being provided on a structure that supports a structure. 29-3. A seismic isolation device or sliding bearing provided between a seismically isolated structure and a structure for supporting the seismically isolated structure, and the seismic isolation structure provided thereby. The upper and lower connecting slide members having the portions (or hook portions) are engaged (entered) from inside with the hook portions (or hook portions) provided on the upper and lower seismic isolation plates (parallel opposite sides thereof). The upper seismic isolation plate and the lower seismic isolation plate are connected vertically and slidable in the horizontal direction. A seismic isolation device, a sliding bearing, and a seismic isolation structure formed by providing a seismic isolation plate on a structure supporting a seismically isolated structure. 29. A seismic isolation device / sliding bearing provided between a seismic isolated structure and a structure supporting the seismic isolated structure, and the seismic isolated structure provided thereby. The upper and lower connecting slide members having the portions (or hook portions) are engaged (entered) from outside with the hook portions (or hook portions) provided on the upper and lower seismic isolation plates (parallel opposite sides thereof). The upper seismic isolation plate and the lower seismic isolation plate are connected vertically and slidable in the horizontal direction. A seismic isolation device, a sliding bearing, and a seismic isolation structure formed by providing a seismic isolation plate on a structure supporting a seismically isolated structure. 30. The seismic isolation device / sliding bearing according to any one of claims 29 to 29-4, wherein the sliding direction with respect to the upper seismic isolation plate and the lower seismic isolation plate. The seismic isolation device, the sliding bearing, and the seismic isolation structure are characterized in that the sliding direction is a vertical connecting slide member configured to form a right angle. 31. The seismic isolation device / sliding bearing according to any one of claims 29 to 30, wherein a ball or a roller is freely provided on the seismic isolation plate at the center of the vertical connecting slide member. A seismic isolation device / slip bearing, characterized in that a hole is sized to allow the rolling element to roll or the intermediate slip section to slide, and the ball or roller or other rolling element or intermediate slip section to be inserted. Seismic isolation structure by it. 32. The seismic isolation device / sliding bearing according to claim 31, wherein the upper seismic isolation plate and the lower seismic isolation plate have a concave shape such as a mortar shape, a spherical shape, a cylindrical valley surface shape, and a V-shaped valley surface shape. A seismic isolation device and a sliding bearing, characterized by being a seismic isolation plate having a sliding surface, and a seismic isolation structure using the same. 3. Improvement of damper function and initial sliding of sliding type seismic isolation device and sliding bearing 3.1. Change in friction coefficient 33. A seismic isolation plate provided between a seismically isolated structure and a structure supporting the seismically isolated structure, the seismic isolation plate having a concave or flat sliding surface portion, and whether it slides or rolls. A seismic isolation device / sliding bearing having a sliding part which is composed of an upper seismic isolation plate having a downwardly facing flat or concave sliding surface and a lower seismic isolation plate having an upwardly facing planar or concave sliding surface. In a seismic isolation device / slide bearing with an intermediate slide or roller ball (bearing) interposed between the upper and lower seismic isolation plates and the lower seismic isolation plate, or One or more intermediate seismic isolation plates having a sliding surface on both the upper and lower surfaces are interposed between the upper seismic isolation plate and the lower seismic isolation plate, and an intermediate sliding portion or a roller is provided between the overlapping seismic isolation plates. ball( In the case of a seismic isolation device / slide bearing in which an intermediate sliding portion or roller ball (hereinafter referred to as "intermediate sliding portion, etc.") with an interlocking ring is inserted, the coefficient of friction at the center of the sliding surface of the seismic isolation plate is determined. Smaller or
A seismic isolation device, a sliding bearing, and a seismic isolation structure formed by increasing the friction coefficient of a peripheral portion or by combining both. 3.2. Change in curvature 34. A seismic isolation plate provided between a seismically isolated structure and a structure supporting the seismically isolated structure, the seismic isolation plate having a concave sliding surface portion, and a sliding portion for sliding or rolling the same. Or an upper seismic isolation plate having a downward flat or concave sliding surface and an upper seismic isolation plate having an upward flat or concave sliding surface In a seismic isolator / slide bearing with an intermediate sliding part or roller ball (bearing) interposed between the seismic isolation plate and the lower seismic isolation plate, and an upper seismic isolation plate In the case where one or both of the lower seismic isolation plates have a concave sliding surface portion, or one or more of which have a sliding surface portion on both upper and lower surfaces between the upper seismic isolation plate and the lower seismic isolation plate. The middle seismic isolation plate Intermediate sliding parts or roller balls (bearings) with intermediate sliding parts or roller balls (hereafter referred to as "intermediate sliding parts") are sandwiched between overlapping seismic isolation plates. For seismic devices and sliding bearings, increase the radius of curvature at the center of the sliding surface of the seismic isolation plate,
A seismic isolation device, a sliding bearing, and a seismic isolation structure formed by reducing the radius of curvature of the peripheral portion or by combining both. 4. Double (or more than two) seismic isolation plate seismic isolation device, gravity restoration type seismic isolation device 4.1. Double (or more than double) seismic isolation plate seismic isolation device / slide bearing 4.1.1. Double (or more than double) seismic isolation plate seismic isolation device, sliding bearing 35. An upper seismic isolation plate having a sliding surface formed by a downward flat or concave surface, and a lower seismic isolation plate having a sliding surface formed by an upward flat or concave surface. The seismic isolation plate and the lower seismic isolation plate overlap vertically, and the upper and lower surfaces have a sliding surface between the upper and lower seismic isolation plates.The upper surface is formed as a downward facing flat surface or a concave surface, and the lower surface faces upward. One or more intermediate seismic isolation plates formed of a flat or concave surface may be interposed. Supports a structure that is isolated from the upper seismic isolation plate and a structure that is isolated from the lower seismic isolation plate. A seismic isolation device, a sliding bearing, and a seismic isolation structure using the seismic isolation device, wherein the seismic isolation structure is configured by being attached to a structure that does so. 36. The seismic isolation device / sliding bearing according to the preceding claim, wherein the size of the seismic isolation plate is obtained by dividing the maximum response amplitude (on the seismic isolation plate) by the earthquake by the number of the seismic isolation plates, Consisting of a seismic isolation plate that has the minimum dimension that can transmit the load of the seismically isolated structure between the seismic isolation plates and the sum of the dimensions or a size that allows for it. A seismic isolation device and a sliding bearing, and a seismic isolation structure thereby. 4.1.2. Mie (and more than Mie) seismic isolation plate with pull-out prevention seismic isolation device and sliding bearing 37. A triple seismic isolation plate seismic isolation device / sliding bearing comprising an upper seismic isolation plate, an intermediate seismic isolation plate, and a lower seismic isolation plate according to claim 35, wherein the upper seismic isolation plate and the intermediate isolation plate With shaking plate (with parallel opposite sides)
The middle seismic isolation plate and the lower seismic isolation plate are connected (by parallel opposite sides) in the direction intersecting with each other by a vertical connecting slide member or a vertical connecting slide portion provided on the seismic isolation plate itself. A seismic isolation device, a sliding bearing, and a seismic isolation structure, wherein the upper seismic isolation plate, the intermediate seismic isolation plate, and the lower seismic isolation plate are interconnected by being connected by a part. 37-3. A triple-isolation plate seismic isolation device / sliding bearing comprising an upper isolation plate, an intermediate isolation plate, and a lower isolation plate according to claim 35 or 36, wherein: Intermediate seismic isolation plate (with parallel opposite sides)
An upper / lower connecting slide member having a hooking section (or a hooking section), or an upper / lower connecting slide section having a hooking section (or a hooking section) provided on the seismic isolation plate itself, is provided on the seismic isolation plate. The middle seismic isolation plate and the lower seismic isolation plate have hooking portions (or hooking portions) (in parallel opposite sides) in the direction intersecting by being engaged with the portions (or hooking portions). An upper and lower connecting slide member provided with a vertical connecting slide member or a hook portion (or a hook portion) provided on the seismic isolation plate itself meshes with a hook portion (or a hook portion) provided on the seismic isolation plate. An upper seismic isolation plate, an intermediate seismic isolation plate, and a lower seismic isolation plate are interconnected with each other, and a seismic isolation structure and a seismic isolation structure formed thereby. 38. The seismic isolation device / sliding bearing according to claim 35 or 36, wherein a plurality of intermediate seismic isolation plates are provided, and the intermediate seismic isolation plates are (with parallel opposite sides).
A seismic isolation device / sliding bearing characterized by being connected to each other by an upper / lower connecting slide member or an upper / lower connecting slide portion provided on the seismic isolation plate itself, and sequentially connected to each other. Seismic structure. 38. The seismic isolation device / sliding bearing according to claim 35 or claim 36, wherein a plurality of intermediate seismic isolation plates are provided, and the intermediate seismic isolation plates are disposed between the parallel opposite sides. An upper / lower connecting slide member having a hooking portion (or a hooking portion), or a vertical connecting slide portion having a hooking portion (or a hooking portion) provided on the seismic isolation plate itself, is provided on a seismic isolation plate. A seismic isolation device, a sliding bearing, and a seismic isolation structure formed by being connected to each other by being engaged with a hanging portion (or a hooking portion) and being sequentially connected. 4.2. Double (or more than double) seismic isolation plate seismic isolation device with an intermediate slide. Sliding bearing 4.2.1. Intermediate sliding portion (single) 4.2.1.1. Intermediate sliding part 39. The seismic isolation device and the sliding bearing according to any one of claims 35 to 38-2, wherein an intermediate sliding portion or a roller ball (bearing) is provided between the overlapping seismic isolation plates. The intermediate sliding part or roller ball (bearing) is sandwiched between them, and the roller ball (bearing) is sometimes sandwiched between the seismic isolation plate and the intermediate sliding part. Seismic isolation device, sliding bearing, and seismic isolation structure. 4.2.1.2. Intermediate sliding part (sliding type) 40. The seismic isolation device / sliding bearing according to claim 39, wherein one or more (or all) of the intermediate sliding portions have the same curvature or as the sliding surface portion of the upper seismic isolation plate sandwiching the intermediate sliding portion. Intermediate sliding portion or roller ball (bearing) having a shape in which a convex shape having a tangent curvature and a convex shape having the same curvature or a tangent curvature are merged with a sliding surface portion of a lower seismic isolation plate sandwiching the intermediate sliding portion. A seismic isolation device, a sliding bearing, and a roller ball (bearing) sandwiched between the seismic isolation plate and the intermediate sliding portion. Seismic isolation structure by it. 4.2.1.2.1. Intermediate sliding part (flat, concave spherical seismic isolation plate) 41. The seismic isolation device / sliding bearing according to claim 39, wherein one or more (or all) of the intermediate sliding portions have a downwardly facing flat or concave spherical sliding surface portion. A seismic dish, a lower seismic isolator plate having an upward flat or concave spherical sliding surface portion, and a convexity having the same curvature as or contacting the sliding surface portion of the upper seismic isolating plate sandwiched between these seismic isolating plates. And a middle sliding part having a shape in which the sliding surface part of the lower seismic isolation plate sandwiching the intermediate sliding part and the convex type having the same curvature or abutting curvature are combined. A seismic isolation device, a sliding bearing, and a seismic isolation structure formed therefrom, in which a roller ball (bearing) may be interposed between them. 4.2.1.2.2.2. Intermediate sliding part (planar, cylindrical trough-shaped seismic isolation plate) 42. The seismic isolation device / sliding bearing according to claim 39, wherein one or a plurality (or all) of the intermediate sliding portions has a sliding surface portion such as a downward flat surface or a cylindrical valley surface. A shaking dish, a lower seismic isolating dish having a sliding surface such as an upwardly facing flat or cylindrical trough, and sandwiched between these seismic isolating dishes,
An intermediate sliding portion having a shape in which a convex shape having the same curvature or contact with the sliding surface portion of the upper seismic isolation plate and a convex shape having the same curvature or contacting with the sliding surface portion of the lower seismic isolation plate sandwiching the intermediate sliding portion. In addition, a roller ball (bearing) may be interposed between the seismic isolation plate and the intermediate sliding portion, and the seismic isolation device and the sliding bearing are characterized in that:
Also seismic isolation structure by it. 4.2.1.2.2.3. Intermediate sliding part (flat, mortar-shaped seismic isolation plate) 43. The seismic isolation device / sliding bearing according to claim 39, wherein one or a plurality (or all) of the intermediate sliding portions has a downwardly facing flat or mortar-shaped sliding surface portion. And a lower seismic isolation plate having an upwardly-facing flat or mortar-shaped sliding surface portion, a convex shape having a curvature sandwiched between these seismic isolation plates and in contact with the sliding surface portion of the upper seismic isolation plate, and an intermediate sliding portion. An intermediate sliding part is formed by combining the sliding surface of the lower seismic isolation plate with the convex shape of curvature that touches it, and a roller ball (bearing) is inserted between the seismic isolating plate and the intermediate sliding part. The seismic isolation device / sliding bearing, and the seismic isolation structure, which are characterized by the fact that they are sometimes constructed. 4.2.1.2.2.4. Intermediate sliding part (flat, V-shaped trough-shaped seismic isolation plate) 44. The seismic isolation device / sliding bearing according to claim 39, wherein one or a plurality (or all) of the intermediate sliding portions has a sliding surface portion such as a downward flat surface or a V-shaped valley surface. A seismic isolation plate, a lower seismic isolation plate having a sliding surface such as an upwardly-facing flat shape or a V-shaped valley surface, and sandwiched between these seismic isolation plates,
An intermediate sliding portion having a shape in which a convex shape having a curvature in contact with the sliding surface portion of the upper seismic isolation plate and a convex shape having a curvature in contact with the sliding surface portion of the lower seismic isolating plate sandwiching the intermediate sliding portion, In some cases, a roller ball (bearing) may be interposed between the seismic isolation plate and the intermediate sliding part, and the seismic isolation device and the sliding bearing, and the seismic isolation structure formed thereby. 4.2.1.1.2.5. Intermediate sliding part (intermediate sliding part with curvature in contact with concave seismic isolation plate) 45. A seismic isolation device or a sliding bearing comprising a mortar or a V-shaped valley-shaped seismic isolation plate according to claim 43 or 44, wherein the mortar or the V-shaped valley-shaped bottom has a bottom. , Which has the same curvature as the intermediate sliding part sandwiched between the seismic isolation plates,
A seismic isolation device, a sliding bearing, and a seismic isolation structure formed by forming the valley surface in contact with the shape. 4.2.1.3. Intermediate sliding part (rolling type) 4.2.3.1.3.1. Intermediate sliding part (flat, concave spherical seismic isolation plate) 46. The seismic isolation device / sliding bearing according to claim 39, wherein the upper seismic isolation plate having a downwardly facing flat or concave spherical sliding surface portion, and an upwardly facing planar or concave spherical sliding surface. A seismic isolation device, a sliding bearing, and a seismic isolation structure comprising a lower seismic isolation plate having a surface portion and a ball sandwiched between these seismic isolation plates. 4.2.1.3.3.2. Intermediate sliding part (flat, mortar-shaped seismic isolation plate) 47. The seismic isolation device / sliding bearing according to claim 39, wherein the upper seismic isolation plate having a downwardly facing flat or mortar-shaped sliding surface portion and the upwardly facing planar or mortar-shaped sliding surface portion are provided. A seismic isolation device / slide bearing, comprising a lower seismic isolation plate and a ball interposed between these seismic isolation plates,
Also seismic isolation structure by it. 48. A seismic isolation device or sliding bearing comprising a mortar-shaped seismic isolation plate according to the preceding claim, wherein the bottom of the mortar or the like has a spherical shape having the same curvature as the ball, and the mortar is formed in contact with the ball. A seismic isolation device, a sliding bearing, and a seismic isolation structure. 4.2.1.3.3. Intermediate sliding part (planar, cylindrical trough-shaped seismic isolation plate) 49. The seismic isolation device / sliding bearing according to claim 39, wherein the upper seismic isolation plate has a downwardly-facing planar or cylindrical trough-shaped sliding surface portion, and an upwardly planar or cylindrical trough-shaped sliding surface. A seismic isolation device / sliding bearing comprising a lower seismic isolation plate having a surface portion and rollers (or balls) sandwiched between these seismic isolation plates, and a seismic isolation structure formed thereby. 4.2.1.3.4. Intermediate sliding part (flat, V-shaped trough-shaped seismic isolation plate) 50. The seismic isolation device / sliding bearing according to claim 39, wherein the upper seismic isolation plate has a downwardly facing flat or V-shaped valley-shaped sliding surface portion, and an upwardly facing planar or V-shaped valley surface. A seismic isolation device, a sliding bearing, and a seismic isolation structure formed by a lower seismic isolation plate having a sliding surface portion of (1) and a roller (or ball) sandwiched between these seismic isolation plates. 51. A seismic isolation device or sliding bearing comprising a V-shaped valley-shaped seismic isolation plate according to the preceding claim, wherein the bottom of the V-shaped valley surface is formed of a roller (or a ball) sandwiched between the seismic isolation plates. The seismic isolation device is characterized in that it has the same curvature and the V-shaped valley surface is formed in contact with it.
Sliding bearing and seismic isolation structure. 4.2.1.4. Intermediate sliding part (rolling sliding intermediate type) (1) Rotation suppression type 52. In the seismic isolator / sliding bearing according to any one of claims 39 to 51, one or a plurality (or all) of the intermediate sliding portions may be a roller / ball (bearing). , And a sliding portion having the roller ball (bearing). The sliding portion suppresses the rotation of the roller ball (bearing) so that the contact surface between the sliding portion and the roller ball (bearing) is prevented. A seismic isolation device, a sliding bearing, and a seismic isolation structure that is configured to increase friction. (2) Friction rotation combined type 53. The seismic isolation device / sliding bearing according to any one of claims 39 to 52, wherein one or a plurality (or all) of the intermediate sliding portions includes a roller / ball (bearing). , Comprising a sliding portion having the roller ball (bearing), wherein both the sliding portion and the roller ball (bearing) are configured to contact the seismic isolation plate almost equally. Seismic isolation device, sliding bearing, and seismic isolation structure. 4.2.2. Double intermediate slide 54. The seismic isolation device / sliding bearing according to any one of claims 39 to 53, wherein one or a plurality (or all) of the intermediate sliding portions is a first intermediate sliding portion. It has a convex sliding surface of the same curvature as or abutting on the flat or concave sliding surface of either the upper or lower seismic isolation plate, and the opposite of the convex is convex. A first intermediate sliding portion having a (or concave) type spherical sliding surface portion, and a concave (or convex) type spherical sliding surface portion having the same spherical ratio as a convex (or concave) type spherical sliding surface portion on the opposite side; And the concave (or convex) opposite portion is separated from the other flat or concave sliding surface portion of the upper or lower seismic isolation plate by a second intermediate sliding portion having a convex sliding surface portion of the same curvature or abutting curvature. This, the first intermediate sliding portion and the second intermediate sliding portion, A seismic isolation device and a sliding bearing, characterized by being formed by being sandwiched between upper and lower seismic isolation plates in such a way that spherical sliding surfaces of the same spherical ratio overlap each other. Seismic structure. 4.2.3. Triple middle sliding part 55. The seismic isolation device / sliding bearing according to any one of claims 39 to 53, wherein one or a plurality (or all) of the intermediate sliding portions is a first intermediate sliding portion. A second intermediate sliding portion and a third intermediate sliding portion, having a convex sliding surface portion having the same curvature as or being in contact with the flat or concave sliding surface portion of one of the upper and lower seismic isolation plates, and having a convex shape; The opposite part of the mold is a first intermediate sliding part with a concave (or convex) spherical sliding surface part, and a convex (or concave) spherical surface with the same sphericity as the concave (or convex) spherical sliding surface part at the opposite part. A second intermediate sliding portion having a convex (or concave) type spherical sliding surface portion having a convex (or concave) type spherical sliding surface portion, and a convex (or concave) type spherical spherical sliding portion opposite thereto; It has a concave (or convex) spherical sliding surface with the same spherical ratio as the surface, and The concave (or convex) opposite portion comprises a third intermediate sliding portion having a convex sliding surface portion having the same curvature as or abutting on the other flat or concave sliding surface portion of the upper or lower seismic isolation plate, The first intermediate sliding portion, the second intermediate sliding portion, and the third intermediate sliding portion are sandwiched between the upper and lower seismic isolation plates in such a manner that the spherical sliding surfaces having the same spherical ratio overlap each other. A seismic isolation device, a sliding bearing, and a seismic isolation structure using the same. 4.2.4. Double (or more than double) seismic isolation plate seismic isolation device with sliding spring with restoring spring 56. The seismic isolation device / sliding bearing according to any one of claims 39 to 55, wherein the intermediate sliding portion or the intermediate sliding portion or the cage having a roller ball (bearing). An upper seismic isolation plate and a lower seismic isolation plate are connected by a spring, a rubber, a magnet, or the like. 4.2.5. Double (or more than double) seismic isolation plates with roller balls (bearings) 57. The seismic isolation device / sliding bearing according to any one of claims 35 to 56, wherein the upper seismic isolation plate, one or more intermediate seismic isolation plates, and the lower seismic isolation plate. A seismic isolation device, a sliding bearing, and a seismic isolation structure formed by sandwiching rollers and balls (bearings) between layers where the layers overlap. 4.3. Planar, cylindrical trough, V-shaped trough, multi-layer seismic isolation plate 58. The seismic isolation device / sliding bearing according to any one of claims 35 to 57, wherein a plurality of seismic isolation plates are provided, and the seismic isolation plates are arranged in parallel with each other. Upper and lower sides having a sliding surface such as a downwardly facing flat surface, a cylindrical valley surface, or a V-shaped valley surface are connected to each other by a vertical connecting slide portion provided on the seismic isolation plate itself and are sequentially connected. A seismic dish, a lower seismic isolating dish having a sliding surface such as an upwardly flat or cylindrical valley surface or a V-shaped valley surface, and a rolling element or an intermediate sliding portion such as a roller sandwiched between these seismic isolating plates. (Sliding member), so that the direction of travel of a rolling element such as a roller or an intermediate sliding portion (sliding member) changes in units of one layer.
In the case of a layer, the seismic isolation plates are superimposed so that they are orthogonal to each other. The seismic isolation plate may also serve as a lower seismic isolation plate on the upper layer), and its upper layer is configured to be isolated from horizontal forces such as earthquakes from all directions. Seismic device, sliding bearing, and seismic isolation structure. 58-2. The seismic isolation device / sliding bearing according to any one of claims 35 to 57, wherein a plurality of seismic isolation plates are provided, and the seismic isolation plates are (parallel). The upper and lower connecting slides, which consist of hooks (or hooks) provided on the seismic isolation plate itself, are connected to the hooks (or hooks) provided on the seismic isolation plates that overlap vertically. The upper seismic isolation plate having a sliding surface portion such as a downwardly facing flat surface or a cylindrical valley surface or a V-shaped valley surface, and an upwardly facing planar or cylindrical valley surface which are connected to each other and sequentially connected by being engaged with each other. One layer constituted by a lower seismic isolation plate having a sliding surface such as a V-shaped or valley-shaped surface, and a rolling element such as a roller or an intermediate sliding portion (slip member) sandwiched between these seismic isolation plates, Rolling elements such as rollers or intermediate slides Parts so that the traveling direction of the (sliding member) varies, MenShinsara 3
In the case of a layer, the seismic isolation plates are superimposed so that they are orthogonal to each other. The seismic isolation plate may also serve as a lower seismic isolation plate on the upper layer), and its upper layer is configured to be isolated from horizontal forces such as earthquakes from all directions. Seismic device, sliding bearing, and seismic isolation structure. (7) Roller type 1) V-shaped trough 59. The seismic isolation device / sliding bearing according to claim 58 or 58-2, wherein the upper seismic isolation plate having a sliding surface portion such as a downward V-shaped valley surface. A lower seismic isolating plate having an upwardly facing V-shaped valley surface or the like having a plurality of sliding surfaces such as a V-shaped valley surface, and a rolling element such as a roller or an intermediate sliding portion on the sliding surface portion. A seismic isolation device, a sliding bearing, and a seismic isolation structure formed by sandwiching a (slip member). 2) Flat or cylindrical trough 60. The seismic isolation device / sliding bearing according to any one of claims 58 and 58-2, wherein the upper seismic isolation device has a downwardly-sliding surface portion such as a flat surface or a cylindrical valley surface. A plate, a lower seismic isolation plate having a sliding surface such as a flat or cylindrical valley surface facing upward, and rolling elements such as a plurality of rollers sandwiched between these seismic isolation plates or an intermediate sliding portion (slip member). A seismic isolation device, a sliding bearing, and a seismic isolation structure formed thereby. (8) A roller gear holding type. The seismic isolation device / sliding bearing according to any one of claims 35 to 60, wherein a rack is provided on a roller rolling surface of the sliding surface portion and a roller is provided. Characterized by being provided with teeth (gears) meshing with the rack around the seismic isolation device and sliding bearing,
Also seismic isolation structure by it. (9) A roller groove holding type. In the seismic isolation device / sliding bearing according to any one of claims 35 to 60-2,
A seismic isolation device / sliding bearing characterized by being provided with a groove on one of the roller and the roller rolling surface of the sliding surface, and a convex portion entering the groove on the other, and a seismic isolation thereby. Structure. 4.4. Double (or more than double) seismic isolation plates with seals and dust proof covers 61. The seismic isolation device / sliding bearing according to any one of claims 35 to 60, wherein a periphery of a double (or more than two) seismic isolation plate is covered with a dustproof cover. Alternatively, a seismic isolation device, a sliding bearing, and a seismic isolation structure formed by being sealed with a seal that allows shaking of about a small or medium earthquake. 4.5. Gravity restoration type single seismic isolation plate seismic isolation device, improvement of sliding part of sliding bearing 4.5.1. Intermediate sliding part 62. A seismic isolation plate having a concave sliding surface portion such as a spherical surface, a mortar shape, a cylindrical valley surface shape, or a V-shaped valley surface, and a convex shape having the same spherical ratio or a curvature in contact with the concave sliding surface portion of the seismic isolation plate. An intermediate sliding portion or cage having a sliding surface portion and an intermediate sliding portion or a roller ball (bearing) having a concave (or convex) spherical sliding surface portion opposite to the convex sliding surface portion; Part or roller ball (bearing)
A concave (or convex) spherical sliding surface of the cage or a cage with a convex (or concave) spherical sliding surface of the same sphericity. One of the seismic isolation plate and the sliding part is interposed between the plate and the sliding part, and one of the seismic isolation plate and the sliding part is provided on the structure to be seismically isolated, and the other is provided on the structure that supports the structure to be seismically isolated. A seismic isolation device, a sliding bearing, and a seismic isolation structure using the same. 4.5.2. Double intermediate slide 63. A seismic isolation plate having a concave sliding surface portion such as a spherical surface, a mortar shape, a cylindrical valley surface shape, or a V-shaped valley surface, and a convex shape having the same spherical ratio or a curvature in contact with the concave sliding surface portion of the seismic isolation plate. A second intermediate sliding portion having a sliding surface portion and having a concave (or convex) spherical spherical sliding surface portion at an opposite portion of the convex sliding surface portion, or a second intermediate sliding portion having a roller ball (bearing); A convex (or concave) spherical sliding surface portion having the same spherical ratio as the concave (or convex) spherical sliding surface portion, and the opposite portion of the convex (or concave) spherical sliding surface portion is concave (or convex). A first intermediate sliding part having a spherical intermediate sliding surface or a first intermediate sliding part having a roller ball (bearing); and a spherical surface identical to the concave (or convex) spherical sliding surface part of the first intermediate sliding part. Includes convex (or concave) type spherical sliding surface The first intermediate sliding portion and the second intermediate sliding portion are sandwiched between the seismic isolation plate and the sliding portion in such a manner that the spherical sliding surfaces having the same spherical ratio overlap each other. In addition, one of the seismic isolation plate and the sliding part is provided on a structure to be seismically isolated, and the other is provided on a structure for supporting the structure to be seismically isolated. Equipment, sliding bearings, and seismic isolation structures. 4.6. Gravity-restoring single seismic isolation plate seismic isolation device and sliding bearing with vertical displacement absorption type for sliding part 64. A seismic isolation plate having a concave sliding surface portion and a sliding portion capable of sliding on the concave sliding surface portion, wherein a spring, a rubber, a magnet, and the like are inserted into a cylinder into which the sliding portion is inserted, A structure in which a sliding part protrudes outside the cylinder, and a structure in which one of the seismic isolation plate and the cylinder into which the sliding part is inserted is seismically isolated, and a structure in which the other is seismically isolated. A seismic isolation device, a sliding bearing, and a seismic isolation structure formed by being provided on a supporting structure. 4.7. Boundary type vertical displacement absorbing gravity recovery type seismic isolation device, sliding bearing 65. A seismic isolation plate having a concave sliding surface portion and a roller ball (bearing) or a sliding portion slidable on the concave sliding surface portion, wherein the seismic isolation plate and a roller ball (bearing) or a sliding portion. One of which is provided on a structure to be seismically isolated and the other on a structure supporting the structure to be seismically isolated, by a sliding device which slides vertically and is restrained horizontally. A seismic isolation device, a sliding bearing, and a seismic isolation structure formed thereby. 4.8. New gravity restoration type seismic isolation device 66. A weight suspended from a structure to be seismically isolated by a suspending material or the like is installed below the structure supporting the structure to be seismically isolated or through an insertion hole provided in a foundation. A seismic isolation restoring device characterized by being constructed by the above method, and a seismic isolation structure thereby. 67. The seismic isolation device according to the preceding claim, wherein a spring (including an air spring), rubber,
Seismic isolation restoration device characterized by adding magnets, etc.
Also seismic isolation structure by it. 68. A seismic isolation device according to claim 66 or 67, wherein the device is fixed to a weight, a hanging material, or an extension thereof by fixing the device. A seismic isolation device and a seismic isolation structure formed by fixing a body and a structure supporting a seismically isolated structure. 68-2. The seismic isolation structure according to any one of claims 66 to 68, wherein the sliding bearing used together is a rolling bearing or a sliding bearing. Seismic structure. 5. Seismic isolation device without resonance, equation of motion and program 5.1. Seismic isolation device without resonance and its equation of motion 5.1.1.3. Slip-type seismic isolation device without resonance and slip-type seismic isolation device with resonance designed from the equation of motion (Refer to 5.1.3.1. For symbol explanation) 5.1.1.1.3.1. Slip-type seismic isolation device without resonance (1) Straight-slope restored slip bearing 1) Direct method 69. A seismic isolation plate provided between a structure to be seismically isolated and a structure supporting the structure to be seismically isolated and having a sliding surface portion in a mortar shape or a V-shaped valley shape. In the seismic isolation device / sliding bearing characterized by having, the equation of motion (refer to 5.1.3.1 of the embodiment for symbol explanation) d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (x) + μ · sign (dx / dt)｝
= −d (dz / dt) / dt θ is small, (cos θ) ＾ 2 ≒ 1, tan θ ≒ θ
D (dx / dt) / dt + g ｛θ from (radian)
Sign (x) + μsign (dx / dt)｝ = −
d (dz / dt) / dt In the case where there is a speed proportional damper, d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (x) + μ · sign (dx / dt)｝
+ C / mｍdx / dt = −d (dz / dt) / dt When θ is small, (cos θ) ＾ 2 ≒ 1 and tan θ ≒ θ
D (dx / dt) / dt + g ｛θ from (radian)
Sign (x) + μsign (dx / dt)｝ + C
/ M · dx / dt = −d (dz / dt) / dt, and the velocity square proportional type adds + C
/ M · dx / dt instead of + C / m · (dx / d
t) Designed by structural analysis by adding ＾ 2, etc., and considering restoration without residual displacement, θ
A seismic isolation device consisting of a seismic isolation plate with a mortar-shaped sliding surface, characterized by satisfying ≧ μ
A seismic isolator / sliding bearing consisting of a sliding bearing or a seismic isolation plate having a V-shaped valley-shaped sliding surface, and a seismic isolation structure formed thereby. 2) Equivalent linearization method 70. A seismic isolation plate provided between a structure to be seismically isolated and a structure supporting the structure to be seismically isolated and having a mortar-shaped or V-shaped valley-shaped sliding surface portion. In the seismic isolation device / sliding bearing characterized by having, equation of motion (refer to 5.1.3.1 of the embodiment for symbol explanation) d (dx / dt) / dt + Ke / mxx + Ce / md
x / dt = −d (dz / dt) / dt Ke ≒ (π ＾ 2/8) · mg · tan θ / | x | Ke = (cos θ) ＾ 2 · mg · tan θ / | x | ≒ m
g · tan θ / | x | ≒ mg · θ / | x | Ce ≒ (4 / π) · mg · μ / | dx / dt | Ce = (cos θ) ＾ 2 · mg · μ / | dx / dt | ≒
mg · μ / | dx / dt | Also, when there is a speed proportional damper, d (dx / dt) / dt + Ke / mx · Ce / md
x / dt + C / m · dx / dt = −d (dz / dt) /
dt, and a damping term such as dt.
/ M · dx / dt instead of + C / m · (dx / d
t) Designed by structural analysis by adding ＾ 2, etc., and considering restoration without residual displacement, θ
A seismic isolation device consisting of a seismic isolation plate with a mortar-shaped sliding surface, characterized by satisfying ≧ μ
A seismic isolator / sliding bearing consisting of a sliding bearing or a seismic isolation plate having a V-shaped valley-shaped sliding surface, and a seismic isolation structure formed thereby. (2) Weight restoration type seismic isolation device 1) Direct method 71. A weight provided between a structure to be seismically isolated and a structure supporting the structure to be seismically isolated, wherein the restoring means is suspended from the structure to be seismically isolated by a suspension member or the like. In the seismic isolation device, d (dx / dt) / dt + M / m · g · sign (x)
+ Μg · sign (dx / dt) = − d (dz / dt)
/ Dt When there is a velocity proportional damper d (dx / dt) / dt + M / m · g · sign (x)
+ Μg · sign (dx / dt) + C / m · dx / dt
= −d (dz / dt) / dt, and in the velocity square proportional type, + C
/ M · dx / dt instead of + C / m · (dx / d
t) Designed by structural analysis by adding ＾ 2, etc., and considering restoration without residual displacement, M
A weight-restoring seismic isolation device (see 4.8) characterized by satisfying / m ≧ μ, and a seismic isolation structure thereby. 2) Equivalent linearization method 72. A weight provided between a structure to be seismically isolated and a structure supporting the structure to be seismically isolated, wherein the restoration means is suspended from the structure to be seismically isolated by a suspension member or the like. In the seismic isolation device, d (dx / dt) /dt+Ke/m.x+Ce/m.d (Equation of motion (for explanation of symbols, see 5.1.3.1 of the embodiment))
x / dt = −d (dz / dt) / dt Ke ≒ (π ＾ 2/8) · mg · M / m / | x | Ke = mg · M / m / | x | Ce ≒ (4 / π)・ Mg ・ μ / │dx / dt│ Ce = mg ・ μ / │dx / dt│ In addition, when there is a speed proportional damper, d (dx / dt) / dt + Ke / m × x + Ce / md
x / dt + C / m · dx / dt = −d (dz / dt) /
dt, and a damping term such as dt.
/ M · dx / dt instead of + C / m · (dx / d
t) Designed by structural analysis by adding ＾ 2, etc., and considering restoration without residual displacement, M
A weight-restoring seismic isolation device (see 4.8) characterized by satisfying / m ≧ μ, and a seismic isolation structure thereby. 5.1.1.3.2. Sliding seismic isolation device with resonance (1) Concave spherical surface / column trough restoring type seismic isolation device / slip bearing 1) Direct method 73. A seismic isolation plate provided between a structure to be seismically isolated and a structure for supporting the structure to be seismically isolated, wherein the sliding surface portion has a concave spherical shape or a cylindrical trough shape. In the seismic isolation device / sliding bearing characterized by having, equation of motion (refer to 5.1.3.1 of the embodiment for symbol explanation) d (dx / dt) / dt + g / Rx + μgsign
(Dx / dt) = − d (dz / dt) / dt Also, in the case where there is a speed proportional damper, d (dx / dt) / dt + g / R · x + μg · sign
(Dx / dt) + C / m · dx / dt = −d (dz / d
t) / dt, and the velocity squared type has + C
/ M · dx / dt instead of + C / m · (dx / d
t) A seismic isolation device / slip bearing or a cylindrical valley surface comprising a seismic isolation plate having a concave spherical sliding surface portion, characterized by being designed by structural analysis by adding に よ っ て 2 or the like. A seismic isolation device and a sliding bearing consisting of a seismic isolation plate with a sliding surface, and a seismic isolation structure. 2) Equivalent linearization method 74. A seismic isolation plate provided between a structure to be seismically isolated and a structure supporting the structure to be seismically isolated, and having a sliding surface having a concave spherical shape or a cylindrical trough shape. In the seismic isolation device / sliding bearing characterized by having, the equation of motion (for explanation of symbols, see 5.1.3.1 in the embodiment) d (dx / dt) / dt + g / Rx + Ce / mdx
/ Dt = −d (dz / dt) / dt Ce ≒ (4 / π) · mg · μ / | dx / dt | Ce = mg · μ / | dx / dt | Also, if there is a velocity proportional damper d (Dx / dt) / dt + g / R · x + Ce / m · dx
/Dt+C/m.dx/dt=-d(dz/dt)/d
t, a damping term such as
/ M · dx / dt instead of + C / m · (dx / d
t) A seismic isolation device / slip bearing or a cylindrical valley surface comprising a seismic isolation plate having a concave spherical sliding surface portion, characterized by being designed by structural analysis by adding 等 2 or the like. A seismic isolation device and a sliding bearing consisting of a seismic isolation plate with a sliding surface, and a seismic isolation structure. (2) Sliding bearing + spring type restoration device 1) Direct method 75. A seismic isolation device, wherein the sliding bearing and the restoring means provided between the seismically isolated structure and the structure supporting the seismically isolated structure are springs. Equation of motion (for explanation of symbols, refer to 5.1.3.1 in the embodiment) d (dx / dt) / dt + K / mx · μg · sign
(Dx / dt) =-d (dz / dt) / dt Also, in the case where there is a speed proportional damper, d (dx / dt) / dt + K / mx × μg · sign
(Dx / dt) + C / m · dx / dt = −d (dz / d
t) / dt, and the velocity squared type has + C
/ M · dx / dt instead of + C / m · (dx / d
t) A seismic isolation device including a sliding bearing and a spring-type restoring device, and a seismic isolation structure formed therefrom, which are designed by performing structural analysis by adding 構造 2 or the like. 2) Equivalent linearization method 76. A seismic isolation device characterized in that the sliding bearing and the restoring means provided between the seismically isolated structure and the structure supporting the seismically isolated structure are springs. Equation of motion (for explanation of symbols, see 5.1.3.1 in the embodiment) d (dx / dt) / dt + K / mxx + Ce / mxdx
/ Dt = −d (dz / dt) / dt Ce ≒ (4 / π) · mg · μ / | dx / dt | Ce = mg · μ / | dx / dt | Also, if there is a velocity proportional damper d (Dx / dt) / dt + K / mxx + Ce / mxdx
/Dt+C/m.dx/dt=-d(dz/dt)/d
t, a damping term such as
/ M · dx / dt instead of + C / m · (dx / d
t) A seismic isolation device including a sliding bearing and a spring-type restoring device, and a seismic isolation structure formed therefrom, which are designed by performing structural analysis by adding 構造 2 or the like. 5.2. Slip-type seismic isolation device without resonance by analysis program 5.2.1. Runge-Kutta method 77. A seismic isolation device, a sliding bearing, and a seismic isolation structure provided between a seismically isolated structure and a structure supporting the seismically isolated structure, comprising: According to the flow chart of the analysis program, (1) Initialize, (2) Set the input data and output destination file, (3) Read the set input data, and (4) Calculate the motion discriminant and seismic state Or seismic isolation state,
(5) A simultaneous second-order differential equation is set as the equation of motion of each mass point (the equations of motion are different between the seismic state and the base-isolated state), and the simultaneous second-order differential equations of (6) and (5) are runge
Solving by the Kutta method, (7) calculating acceleration, velocity, displacement response values, (8) processing errors as necessary, (9)
A seismic isolation device, a sliding bearing, and a seismic isolation structure that are designed by performing a structural analysis by outputting a calculation result. 78. A seismic isolation device / sliding bearing provided between a structure to be seismically isolated and a structure supporting the structure to be seismically isolated, and a seismic isolated structure provided thereby. According to the program flowchart (for symbols, see 5.2.1.1. List of variables / constants)
(1) Initialize, (2) Set input / output files,
(3) Read the input data (ground motion acceleration data)
(4) Calculate the following motion discriminant and branch the motion equation selection. 1) When in seismic resistance (stationary) state If it is determined to be in the seismic isolation state, process the motion equation in the seismic isolated state If the seismic state is determined to remain, the process goes through the process of processing the equation of motion in the seismic state again. 2) In the case of seismic isolation state If it is determined that the seismic isolation state is maintained, the process goes through the process of processing the seismic equation in the seismic isolation state again. It is divided into two cases, one not to operate and the case where the seismic isolation device functions. The following simultaneous differential equations are set for each number of mass points from the equation of motion. 1) For one mass point, the seismic isolation device does not function State dx / dt = 0 d (dx / dt / Dt = 0 state isolator functions dx / dt = V d (dx / dt) / dt = -MM1 * G * SSC ^ 2 *
(MU ^* sgn (V) + SS ^* sgn (x)) / MM1
-DDY 2) In the case of two mass points State in which seismic isolation device does not function dx / dt = 0 d (x2) / dt = V2 d (dx / dt) / dt = 0 d (d (x2) / dt) / dt = (-C2 ^* V2-KK
2 ^* x2) / MM2-d (dx / dt) / dt-DDY State in which the seismic isolation device functions dx / dt = Vd (x2) / dt = V2d (dx / dt) / dt = -SSC ＾ 2 ^* (MU ^* s
gn (V) + SS ^* sgn (x)) ^* G ^* (MM1 + M
M2) / MM1 + (C2 ^* V2 + KK2 ^* x2) / MM
1-DDY d (d (x2) / dt) / dt = (-C2 ^* V2-KK
2 ^* x2)) / MM2-d (dx / dt) / dt-DD
Y3) In the case of 3 mass points State in which the seismic isolation device does not function dx / dt = 0 d (x2) / dt = V2 d (x3) / dt = V3 d (dx / dt) / dt = 0 d (d (x2 ) / Dt) / dt = (− C2 ^* V2-KK)
2 ^* x2 + C3 ^* (V3-V2) + KK3 ^* (x3-x
2)) MM2-d (dx / dt) / dt-DDY d (d (x3) / dt) / dt = (-C3 ^* (V3-V
2) -KK3 ^* (x3-x2)) / MM3-d (dx /
dt) / dt-DDY State in which the seismic isolation device functions dx / dt = Vd (x2) / dt = V2 d (x3) / dt = V3 d (dx / dt) / dt = -SSCＳ2 ^* (MU ^* S
gn (V) + SS ^* sgn (x)) ^* G ^* (MM1 + M
M2 + MM3) / MM1 + (C2 ^* V2 + KK2 ^* x
2) / MM1-DDY d (d (x2) / dt) / dt = (-C2 ^* V2-KK
2 ^* x2 + C3 ^* (V3-V2) + KK3 ^* (x3-x
2)) / MM2-d (dx / dt) / dt-DDY d (d (x3) / dt) / dt = (-C3 ^* (V3-V
2) -KK3 ^* (x3-x2)) / MM3-d (dx /
dt) / dt-DDY 4) In the case of n mass points The state of the seismic isolation device not functioning dx / dt = 0 d (x2) / dt = V2 d (x3) / dt = V3... d (xn) / dt = Vn d (dx / dt) / dt = 0 d (d (x2) / dt) / dt = (-C2 ^* V2-KK
2 ^* x2 + C3 ^* (V3-V2) + KK3 ^* (x3-x
2)) / MM2-d (dx / dt) / dt-DDY d (d (x3) / dt) / dt = (-C3 ^* (V3-V
2) -KK3 ^* (x3-x2) + C4 ^* (V4-V3)
+ KK4 ^* (x4-x3)) / MM3-d (dx / d
t) / dt-DDY d (d (xn ') / dt) / dt = (-Cn' ^* (V
n'-Vn ")-KKn ' ^* (xn-'xn" + Cn ^*
(Vn-Vn ') ten KKn ^* (xn-xn')) / KK
n′−d (dx / dt) / dt−DDY d (d (xn) / dt) / dt = (− Cn ^* (Vn−V
n ')-KKn ^* (xn-xn')) / MMn-d (d
x / dt) / dt-DDY where n '= n-1, n "= n-2 State in which the seismic isolation device functions dx / dt = Vd (x2) / dt = V2 d (x3) / dt = V3 ·· d (xn) / dt = Vnd (dx / dt) / dt = −SSC ＾ 2 ^* (MU ^* s
gn (V) + SS ^* sgn (x)) ^* G ^* (MM1 + M
M2 +... + MMn) / MM1 + (C2 ^* V2 + KK2)
^* X2) MM1-DDY d (d (x2) / dt) / dt = (-C2 ^* V2-KK
2 ^* x2 + C3 ^* (V3-V2) + KK3 ^* (x3-x
2)) / MM2-d (dx / dt) / dt-DDY d (d (x3) / dt) / dt = (-C3 ^* (V3-V
2) -KK3 ^* (x3-x2) + C4 ^* (V4-V3)
+ KK4 ^* (x4-x3)) / MM3-d (dx / d
t) / dt-DDY d (d (xn ') / dt) / dt = (-Cn' ^* (V
n′−Vn ″) − KKn ′ ^* (xn′−xn ″) + Cn
^* (Vn−Vn ′) + KKn ^* (xn−xn ′)) / M
Mn′−d (dx / dt) / dt−DDY d (d (xn) / dt) / dt = (− Cn ^* (Vn−V
n ')-KKn ^* (xn-xn')) / MMn-d (d
x / dt) / dt-DDY where n '= n-1, n "= n-2 (6) Solve simultaneous second-order differential equations by Runge-Kutta method and (7) calculate acceleration / velocity / displacement response And
(8) A seismic isolation device / sliding device comprising a seismic isolation plate having a mortar-shaped sliding surface, which is designed by performing a structural analysis by rounding the error and (9) outputting the result. A seismic isolation device, a sliding bearing, or a weight-restoring seismic isolation device comprising a bearing or a seismic isolation plate having a V-shaped trough-shaped sliding surface, and a seismic isolation structure using the same. 5.2.2. Wilson θ method 79. A seismic isolation device, a sliding bearing, and a seismic isolation structure provided between a seismically isolated structure and a structure supporting the seismically isolated structure. According to the following analysis program flowchart, (1) initialization is performed, (2) input data and output destination file are set,
(3) Set the time history loop, (4) Set the look-ahead loop, (5) Calculate the equivalent spring constant (KEQ) and equivalent damping coefficient (CEQ), and set (6) and (4). Check whether the processing is the first round or the second round,
(7) The displacement at t + θDT is calculated by the Wilson-θ method, and (8) the acceleration /
The speed / displacement response is calculated, (9) the error is processed as necessary, and if the processing is the first round in the loop check of (6), the procedure returns to (4) and the processing is the second round. In this case, the method proceeds to (10), and (10) a seismic isolation device / sliding bearing and a seismic isolation structure characterized by being designed by structural analysis by outputting a calculation result. 80. A seismic isolation device / sliding bearing provided between a structure to be seismically isolated and a structure supporting the structure to be seismically isolated, and a seismic isolated structure provided thereby. Program flowchart (for symbols 5.2.2.
2. (Refer to the list of variables / constants)) (1) Initialize, (2) Set input data and output file, (3)
Set a loop of time history (M = 2 TONN),
(4) Set a loop of look-ahead (O = 1 TO 2),
(5) In the case of one mass point KEQ ≒ (PI ＾ 2/8) ^* EM (1,1) ^* G ^* SS
C $ 2 ^* SS ^* sgn (X0) / X0KEQ = EM (1,1) ^* G ^* SSC $ 2 ^* SS ^* sg
n (X0) / X0 CEQ {(4 / PI) ^* EM (1,1) ^* G ^* SSC ^}
2 ^* MU ^* sgn (V0) / V0 CEQ = EM (1,1) ^* G ^* SSC ＾ 2 ^* MU ^* sg
n (V0) / V0 In the case of 2 mass points KEQ ＾ (PI ＾ 2/8) ^* EM (2,2) ^* G ^* SS
C ＾ 2 ^* SS ^* sgn (X0) / X0 KEQ = EM (2,2) ^* G ^* SSC ＾ 2 ^* SS ^* sg
n (X0) / X0 CEQ {(4 / PI) ^* EM (2,2) ^* G ^* SSC ^}
2 ^* MU ^* sgn (V0) / V0 CEQ = EM (2,2) ^* G ^* SSC ＾ 2 ^* MU ^* sg
By calculating n (V0) / V0, an equivalent spring constant (KEQ) and an equivalent damping coefficient (CEQ) are obtained from V0 and X0, and the first processing is performed by the loop set in (6) and (4). Check whether it is the second round processing, and (7) t + θ by the Wilson-θ method.
The displacement at the time of DT is calculated, (8) the acceleration / velocity / displacement response is calculated by the Wilson-θ method, (9) the error is rounded, and the loop check in (6) is performed in the first round. If this is the case, the process returns to (4), and if the process is the second round, the process proceeds to (10), and (10) the result is output, whereby the design is performed by structural analysis. , A seismic isolation device / slide bearing consisting of a seismic isolation plate having a mortar-shaped sliding surface, or a seismic isolation device / sliding bearing consisting of a seismic isolation plate having a V-shaped valley-shaped sliding surface, or a weight-restoring type Seismic device and seismic isolation structure thereby. 5.3. Comparison of mortar-shaped and V-shaped valley-shaped equations of motion for linear-slope restoring sliding bearings 5.3.1. A motion equation having a V-shaped valley surface is provided between a structure to be seismically isolated and a structure supporting the structure to be seismically isolated. In a base-isolated sliding bearing having a seismic isolation plate having a valley surface shape, simultaneous equations of motion (see the list of symbols in 5.3.1 and 5.1.3.1. Of the embodiment for symbol explanation) d (dx / Dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (x) + μ · sign (dx / dt)｝
= −d (dqx / dt) / dt d (dy / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (y) + μ · sign (dy / dt)｝
= −d (dqy / dt) / dt θ is small, (cos θ) ＾ 2 ≒ 1, tan θ ≒ θ
D (dx / dt) / dt + g ｛θ from (radian)
Sign (x) + μsign (dx / dt)｝ = −
d (dqx / dt) / dt d (dy / dt) / dt + g ｛θ · sign (y) + μ
Sign (dy / dt)｝ = − d (dqy / dt) /
A seismic isolation sliding bearing characterized by being designed by structural analysis using dt, and a seismic isolation structure thereby. 5.3.2. 80-3. The kinetic equation of claim 80-3. In the equation of motion of claim 80-2, when √ (x ＾ 2 + y ＾ 2) ≦ R, θ = θ '(√ (x2 ＾ 2 + y2 ＾ 2) -√ (X1 ＾ 2 +
y1 ＾ 2)) / √ ((x2-x1) ＾ 2 + √ (y2-y
1) ＾ 2) Here, coordinates at time t (x1, y1) and coordinates at time t + Δt (x2, y2). The coordinates at time 0 (0,0)
It is. When √ (x 滑 り 2 + y ＾ 2)> R, a seismic isolation sliding bearing and a seismic isolation structure characterized by being designed by structural analysis by setting θ = 0. 5.4. Simple response acceleration method 5.4.1. Simplified response acceleration type of seismic isolation structure having linear gradient type restoring sliding bearings. 80-44. A seismic isolation structure having a mortar-shaped or V-shaped valley-shaped linear gradient type restoring sliding bearing and a viscous damper. Maximum response acceleration formula (approximate), A = α ｛g ｛{θ + μ ｛+ C ・ v / m｝ A: Maximum response acceleration value cm / s ＾ 2 g: Gravitational acceleration 981 cm / s ＾ 2θ: Crate-shaped Radiant μ: Dynamic friction coefficient of seismic isolation plate m: Mass of mass point C: Viscous damping coefficient of damper of seismic isolation layer v: Maximum acceleration of earthquake motion α: Structural analysis by response magnification of seismically isolated structure A base isolation sliding bearing and a base isolation structure thereby. 6. Vertical seismic isolation device 6.1. Vertical seismic isolation device and sliding bearing that absorb vertical displacement of sliding part 81. A seismic isolation device / slide bearing comprising a seismic isolation plate having a concave or flat sliding surface portion and a sliding portion capable of sliding on the sliding surface portion of the seismic isolation plate, wherein a sliding member is inserted into a cylinder. A structure in which a spring, rubber, a magnet, etc. is inserted, the sliding portion protrudes downward, and one of the seismic isolation plate and the cylinder into which the sliding portion is inserted is seismically isolated. A seismic isolation device, a sliding bearing, and a seismic isolation structure formed by providing one of them on a structure supporting a seismically isolated structure. 6.2. Pull-out prevention device with vertical seismic isolation (including with restoration) 82. An upper slide member and a lower slide member are configured to engage with each other in a direction crossing each other and to be slidable, and between the upper slide member and the structure to be isolated. A vertically elastic spring (including an air spring), rubber, magnet, or the like is installed on one or both of the member and the structure supporting the seismically isolated structure, and the upper slide The members are converted into seismically isolated structures
A seismic isolation device, a sliding bearing, and a seismic isolation structure formed by providing a lower slide member on a structure supporting a structure to be seismically isolated. 6.3. Vertical seismic isolation device for each floor and each floor 83. A base seismic isolation device / sliding bearing is provided at the base of a structure to be seismically isolated, and a vertical seismic isolation device is provided on the structure to be seismically isolated in units of layers or floors. A seismic isolation structure characterized by being equipped with. 6.4. Vertical seismic isolation device using tensile material 84. A tension member provided with a spring, rubber, magnet, or the like in the middle thereof in three or more directions, or a spring, rubber, magnet, or the like from a support member such as a column or a beam or a foundation of a structure to be seismically isolated. It is constructed by stretching a tension member that does not use the above, and supporting the other end of the tension member at each vertex of a polygon constituted by a compression member or the like of a structure or a foundation supporting a structure to be seismically isolated. A seismic isolation device and a seismic isolation structure thereby. 7. Seismic power generator with seismic isolation 85. A seismic power generator and a seismic isolation structure using the seismic isolation mechanism to generate power by an earthquake. 7.1. Seismic power generator with base isolation 1) Pin type 86. An insertion part having a concave shape and a pin inserted into the insertion part, and one of the insertion part and the pin is attached to a structure or a weight to be seismically isolated, The pin is installed on the structure that supports the structure to be seismically isolated, and when an earthquake occurs, this pin rises and falls along the concave insertion portion, and the rotor is rotated accordingly, generating power. A seismic power generation device based on seismic isolation, and a seismic isolation structure thereby. 2) Rack and gear type 87. A rack and gears rotated by the rack, one of which is provided on a structure which is seismically isolated or a weight which is seismically isolated, and the other is provided on a structure which supports the structure which is seismically isolated; A seismic power generation device using seismic isolation, and a seismic isolation structure using the same, wherein the gears are rotated by a rack and generate power by the rotation during an earthquake. 7.2. Seismic power generation device type earthquake sensor 88. The seismic power generator with seismic isolation according to any one of claims 85 to 87,
An earthquake sensor comprising a sensor, and a seismic isolation structure using the sensor. 8. Fixing device / damper 8.0.1.3. Flexible member type connecting member system fixing device (1) Flexible member type connecting member system fixing device 89. An operation part of a fixing device installed on one of a structure supporting a structure to be isolated and a structure to be isolated and the other structure. A fixing device characterized by being connected by a flexible member such as a wire, a rope, or a cable via an insertion port provided on a structure side where the device is installed, and a seismic isolation structure using the fixing device. . (2) An inflexible member type connecting member system fixing device. 89. A fixing device installed on one of a structure supporting a structure to be seismically isolated and a structure to be seismically isolated. And a seismic isolation structure formed by connecting the actuating part of (1) and the other structure with an inflexible member such as a rod material. 8.1. Earthquake operated fixing device 90. A fixing device for fixing a structure to be seismically isolated and a structure supporting the structure to be seismically isolated to prevent wind sway, etc., wherein the seismic acceleration becomes a certain magnitude or more. A seismically actuated fixing device characterized in that it is configured to release fixing between a structure to be seismically isolated and a structure supporting the structure to be seismically isolated, and a seismic isolation structure thereby. 8.1.1. Shear pin type fixing device 91. An engaging member such as a fixing pin is provided so as to connect a structure to be seismically isolated and a structure supporting the structure to be seismically isolated, and is seismically isolated from the structure to be seismically isolated. A fixing device that fixes a structure supporting a structure to prevent wind sway, etc. A shear pin type fixing device characterized in that it is configured to release the fixing between a structure that supports the seismic isolation structure and a structure that supports the seismically isolated structure, and a seismic isolation structure using the same. 8.1.2. Fixed device with earthquake sensor (amplitude) device (1) General 92. A fixing device for fixing a structure to be seismically isolated and a structure supporting the structure to be seismically isolated to prevent wind sway, etc. A weight and a spring / rubber for returning the weight to a fixed position・ A device consisting of a magnet or the like, or a weight (sliding part) and a device consisting of a spherical or mortar-shaped seismic isolation plate that returns it to a fixed position and slides, or a weight and a member that supports it as a pendulum The seismic acceleration can be reduced by a seismic sensor amplitude device that vibrates this weight due to seismic force, such as a device that consists of earthquakes, or a seismic sensor such as an electric vibrometer. An earthquake sensor characterized in that, when the size exceeds a certain size, the seismic sensor is configured to release the fixation between the seismically isolated structure and the structure supporting the seismically isolated structure ( Amplitude) Equipment-equipped fixing device, and seismic isolation structure by it. (2) A type equipped with an earthquake sensor using an earthquake power generation device 93. A fixing device for fixing a structure to be seismically isolated and a structure supporting the structure to be seismically isolated to prevent wind sway, etc., when an earthquake acceleration exceeds a certain magnitude. The seismic sensor-equipped type, wherein the seismic sensor according to claim 88 is configured to release the fixation between the seismically isolated structure and the structure supporting the seismically isolated structure. Fixing device and thus seismic isolation structure. 8.1.2.1. Hanging material cutting type 94. A device comprising a weight and a spring, rubber, magnet or the like for returning the weight to a fixed position, or a weight (sliding portion) and a spherical or mortar-shaped seismic isolation plate for returning to a fixed position by sliding. Or a seismic sensor amplitude device that vibrates this weight due to seismic force, such as a device consisting of a weight and a member that supports it as a pendulum, or an earthquake sensor such as an electric vibrometer (earthquake sensor amplitude device) And the seismic sensor is referred to as a seismic sensor (amplitude) device.) The weight of the seismic sensor amplitude device or a member linked thereto, or an operating member such as a motor or an electromagnet operated by the seismic sensor is provided with a blade. There are suspension materials that support fixing pins that fix the seismically isolated structure and the structure that supports the seismically isolated structure. If the degree exceeds a certain level, the blade hits the hanging material due to the increase in the amplitude of the weight of the seismic sensor amplitude device or the operation of the motor or electromagnet from the command of the seismic sensor. Characterized in that it is configured to cut off a seismically isolated structure and to release a fixing pin for fixing a structure to be seismically isolated and a structure that supports the structure to be seismically isolated. ) Equipment-equipped fixing device, and thereby seismic isolation structure. 8.1.2.2. Indirect method (lock release type) 8.1.2.2.1. Basic type 95. A structure for supporting a seismically isolated structure and a seismically isolated structure by locking a fixing device by operating a locking member for locking an operating portion of the fixing device except during an earthquake. A device that consists of a weight and an elastic member such as a spring or rubber that returns the weight to a fixed position, a magnet, or a weight (sliding part) and a fixed weight A device consisting of a concave and seismic isolation plate such as a sphere or a mortar that slides back and slips on it.
Or, a seismic sensor amplitude device that vibrates this weight due to seismic force, such as a device consisting of a weight and a member that supports it as a pendulum, or an earthquake sensor such as an electric vibrometer. A sensor (amplitude) device), which is connected to the lock member and interlocks with each other. When the acceleration becomes larger than a certain value during an earthquake, the amplitude of the weight of the earthquake sensor device becomes larger than a certain value. The locking member of the fixing device is released directly by the weight, by a member linked to the weight, or by an operating member such as a motor or an electromagnet operated by a seismic sensor, and is isolated from the seismically isolated structure. The seismic sensor (vibration sensor) is configured to be released from being fixed to a structure supporting the structure. ) Device-equipped fixing device, also it by seismic isolation structure. 96. One of the fixed pin insertion portion and the fixed pin is provided on a structure to be seismically isolated, and the other is provided on a structure for supporting the structure to be seismically isolated, and The structure that supports the structure to be seismically isolated is fixed by inserting a fixing pin into the insertion section.A lock member that locks the fixing pin works on the fixing pin except during an earthquake to prevent wind sway, etc. In the fixing device for preventing, a device consisting of a weight and an elastic member such as a spring or rubber for returning the weight to a fixed position, a magnet or the like, or a weight (sliding portion) and a spherical / mortar type for returning the material to a fixed position and sliding it A seismic sensor such as a device consisting of a concave seismic isolation plate, or a device consisting of a weight and a member that supports it as a pendulum, such as a seismic sensor amplitude device in which this weight vibrates due to seismic force, or an earthquake sensor such as an electric vibrometer (Earthquake sensor vibration The width device and seismic sensor are called seismic sensor (amplitude) device)
And the lock member are connected and interlocked, and when the acceleration thereof becomes larger than a certain value at the time of an earthquake, the amplitude of the weight of the earthquake sensor amplitude device becomes larger than a certain value, and directly or by the weight. By a member interlocked with the weight, or by an operating member such as a motor or an electromagnet operated by a seismic sensor, the locking member of the fixing pin is removed, and the seismically isolated structure and the structure that supports the seismically isolated structure, A fixing device equipped with an earthquake sensor (amplitude) device, wherein the fixing device is configured to be released, and a seismic isolation structure thereby. 1) Lock member (lock pin) method 97. The fixing device equipped with an earthquake sensor (amplitude) device according to claim 95 or 96, wherein a lock member is engaged with an operating portion of the fixing device to lock the operating portion of the fixing device. A fixed device equipped with an earthquake sensor (amplitude) device, and a seismic isolation structure using the same. 2) Lock valve type 98. A fixing device equipped with an earthquake sensor (amplitude) device according to claim 95 or 96, having a piston-like member that slides in the cylinder without substantially leaking liquid or gas. It has a working part of the device, and a pipe (also a groove attached to the cylinder) connecting the opposite sides of the cylinder with the piston-like member therebetween (the end of the range in which the piston-like member slides) or a piston-like A lock valve is provided at a hole in the member, at an outlet from which liquid or gas ejected by the piston-like member exits from the cylinder, or at some, or all of them. Is closed, the fixing device is locked, the fixing device is fixed, and the seismically isolated structure and the structure supporting the seismically isolated structure are fixed. Seismic force works When the lock valve is opened in conjunction with the seismic sensor (amplitude) device, the lock of the fixing device is released, and the fixing of the fixing device is released. A fixing device equipped with an earthquake sensor (amplitude) device, wherein the fixing device is configured to be released from a structure supporting a body;
Also seismic isolation structure by it. 3) Seismic power generation device type with earthquake sensor 99. A fixing device equipped with an earthquake sensor device according to any one of claims 95 to 98 equipped with the earthquake sensor according to claim 88, wherein the fixing device is used except when an earthquake occurs. In the fixing device in which the locking member is operated to lock the fixing device and prevent wind sway, etc., the locking member is connected to and linked with the earthquake sensor, and when the power generation amount of the earthquake sensor reaches a certain value during an earthquake, ,
The locking member of the fixing device is released by a motor, an electromagnet, or the like, and the fixing of the seismically isolated structure and the structure supporting the seismically isolated structure is released. A seismic sensor-equipped fixing device and a seismic isolation structure. 8.1.2.2.2. Automatic restoration type by electricity etc. 100. The fixed device equipped with the earthquake sensor (amplitude) device according to any one of claims 95 to 99, wherein after the earthquake, the operation of the earthquake sensor amplitude device or the command of the earthquake sensor. A fixing device equipped with a seismic sensor (amplitude) device, which is provided with a device for automatically returning an operating portion of the fixing device to its original position, and a seismic isolation structure using the same. 8.1.2.2.3. Automatic restoration by seismic force 101. The fixing pin insertion portion and the fixing pin,
An insertion part is provided on one of the structures to be seismically isolated and the other on the structure that supports the structure to be seismically isolated. In a fixing device that locks the fixing pin and prevents the wind from swaying, except in the event of an earthquake, by inserting a fixing pin into the fixing pin. A fixing device equipped with an earthquake sensor (amplitude) device having a concave shape such as a spherical shape, and a seismic isolation structure using the fixing device. 102. A fixing device equipped with an earthquake sensor (amplitude) device according to any one of claims 96 to 99 and 103 to 106, wherein the insertion portion of the fixing pin is provided. A fixing device equipped with a seismic sensor (amplitude) device having a concave shape such as a mortar shape or a spherical shape, and a seismic isolation structure thereby. 8.1.2.2.4. Applied type 1) Lock member is a weight type of earthquake sensor amplitude device 103. The fixing device according to any one of claims 95 to 102, wherein the locking member for locking the fixing device also serves as a weight of the seismic sensor amplitude device. A fixed device equipped with an earthquake sensor amplitude device, and a seismic isolation structure thereby. 2) Two or more locks 104. A fixing device equipped with an earthquake sensor (amplitude) device according to any one of claims 95 to 103, wherein the first locking member locks an operating portion of the fixing device. A second lock member for locking one lock member,
· A locking device equipped with a seismic sensor (amplitude) device, characterized in that the locking member is configured to have two or more stages, and the last lock member is connected to and interlocked with the seismic sensor (amplitude) device. And the seismic isolation structure thereby. 3) Double or more lock method 105. The fixing device equipped with an earthquake sensor (amplitude) device according to any one of claims 95 to 104, wherein two or more locking members for locking an operation portion of the fixing device are provided. In addition, a fixing device equipped with an earthquake sensor (amplitude) device, wherein each locking member is connected to and linked with an earthquake sensor (amplitude) device, and a seismic isolation structure using the same. 4) With delay device 106. The fixed device equipped with an earthquake sensor (amplitude) device according to any one of claims 101 to 105, wherein the fixed device is equipped with an earthquake sensor (amplitude) device. A seismic sensor (amplitude) characterized in that it is equipped with a delay device such as the above, and is configured to perform the operation promptly when the operating part of the fixing device is released and to perform the operation slowly when returning to the fixed state. Equipment-equipped fixing devices and seismic isolation structures. 8.1.2.3. Direct method (automatic control type fixing device) (1) General 1) Connecting member valve type fixing device 2) Fixed pin type fixing device (automatic control type by electric etc.) 107. The fixing device equipped with an earthquake sensor (amplitude) device according to claim 92, wherein an automatic control device is provided in an operating portion of the fixing device, wherein at the time of an earthquake, the operation of the earthquake sensor amplitude device, or A seismic sensor (amplitude) device equipped type that releases the fixation of the seismically isolated structure and the structure that supports the seismically isolated structure according to the command of the earthquake sensor, and performs the fixation after the earthquake. Fixing device and thus seismic isolation structure. (2) Seismic sensor equipped type with seismic power generation device 1) Connecting member valve type fixing device 2) Fixed pin type fixing device 108. A fixing device equipped with an earthquake sensor device according to claim 93, wherein an automatic control device is provided in an operating portion of the fixing device. A seismic sensor-equipped fixing device characterized by releasing the fixation between the structure to be shaken and the structure supporting the structure to be seismically isolated and fixing the structure after the earthquake, and the seismic isolation structure using the same . 109. A fixing device equipped with an earthquake sensor (amplitude) device according to claim 107 or claim 108, wherein after the earthquake, the operating portion of the fixing device is operated by an operation of the earthquake sensor amplitude device or by a command of the earthquake sensor. A fixing device equipped with a seismic sensor (amplitude) device and a seismic isolation structure using the device, which is provided with a device for automatically returning the object to its original position. 110. The fixing device equipped with an earthquake sensor (amplitude) device according to claim 107 or claim 108, wherein the insertion portion of the fixing pin has a concave shape such as a mortar shape or a spherical shape. Characteristic fixed device with seismic sensor (amplitude) device and seismic isolation structure. 8.1.2.4. Earthquake sensor (amplitude) device 8.1.2.4.1. Earthquake sensor (amplitude) device 8.1.2.4.2. Installation location of earthquake sensor (amplitude) device 8.1.2.4.3. Design of earthquake sensor (amplitude) device (1) Period of earthquake sensor (amplitude) device 1) Period design of earthquake sensor (amplitude) device 111. The fixed device equipped with an earthquake sensor (amplitude) device according to any one of claims 92 to 110, wherein a period of a sensor unit such as a weight of the earthquake sensor (amplitude) device is A fixed device equipped with an earthquake sensor (amplitude) device, and a seismic isolation structure using the same, characterized by being substantially matched to the ground cycle of the site where the structure where the structure is to be installed is built. 2) The weight resonance device of the earthquake sensor amplitude device 112. The weight of the fixing device equipped with the seismic sensor amplitude device according to claim 111, wherein a surrounding material which receives the collision of the weight is provided around the weight, and the wire / rope / cable connected to the fixing device is attached to the surrounding material. A fixing device equipped with an earthquake sensor amplitude device, which is constituted by connecting rods and the like, and a seismic isolation structure using the fixing device. 3) Multiple weight resonance device of earthquake sensor amplitude device 113. The weight of the fixed device equipped with the earthquake sensor amplitude device according to claim 111, wherein a plurality of the weights are provided, and each of the weights is changed in natural cycle to correspond to the width of the ground cycle. A fixed device equipped with an earthquake sensor amplitude device, and a seismic isolation structure thereby. 4) Multiple resonance devices of the earthquake sensor amplitude device 114. The fixing device according to claim 111, wherein a spring is also provided on a support of the pendulum of the seismic sensor amplitude device so that two cycles can be obtained by the pendulum and the spring. A fixed device equipped with an earthquake sensor amplitude device, and a seismic isolation structure using the same. (2) Omnidirectional sensitivity 1) Bugle-shaped hole 115. The fixing device according to any one of claims 92 to 114, wherein a wire connected to the fixing device is provided above or below a weight of the seismic sensor amplitude device. A rope or cable, etc. is connected, and a mortar-shaped or trumpet-shaped hole is formed in (or inside or outside) the main body of the seismic sensor just above or below the weight, and the wire that connects to the weight
A fixing device equipped with an earthquake sensor (amplitude) device characterized by being able to transmit the same pulling force or compressive force in all directions by passing a rope, a cable, etc. therethrough. And the seismic isolation structure thereby. 2) Roller guide member 116. The fixing device according to claim 92, further comprising a wire rope connected to the fixing device in a horizontal direction of a weight of the seismic sensor amplitude device.・ Connect the cables, etc., and install two guide members such as rollers in the vertical direction (with the rotating shaft etc.) immediately beside the weight (with a margin for the amplitude dimension), and pass this wire, rope, cable, etc. A fixed device equipped with an earthquake sensor (amplitude) device, and a seismic isolation structure using the same, characterized in that it is configured to be able to transmit the same pulling force or compressive force in all directions. (3) Earthquake sensor amplitude device with amplifier (1) 117. The fixing device according to any one of claims 92 to 116, wherein a lever, a pulley, a gear, or the like is used to connect to a locking member of the fixing device. A fixed device equipped with a seismic sensor (amplitude) device, characterized in that it is configured to amplify the length of tension or compression of a wire rope, cable rod or release, and the like, and the release thereof Seismic structure. (4) Amplitude sensor with amplifier (part 2) 118. The fixing device according to any one of claims 92 to 117, wherein the seismic sensor amplitude device mounted on a seismic isolation plate has a weight (gravity recovery type). Is a shape that can be rolled well, and a concave insertion portion such as a spherical surface or a mortar is provided on the upper part of this weight,
The force point of the lever (for displacement amplification) is inserted, the fulcrum of the lever is directly above the weight, and the point of action is further on its extension line, and the wire, rope, cable, rod, etc. are connected. In the event of an earthquake,
The displacement of the weight and the displacement given by the rotation of the weight (and the concave insertion part) are transmitted to the connected wire, rope, cable, rod, etc., due to the displacement generated by the lever being leveraged. A fixed device equipped with a seismic sensor (amplitude) device, characterized by being configured to increase the operational sensitivity of the device, and a seismic isolation structure thereby. 8.1.3. Interlocking operation type fixing device 119. A fixing device comprising a plurality of fixing devices, wherein an operating portion or a locking member of each fixing device is interlocked with each other. By interlocking the operating portions or the locking members of the fixing device, An interlocking type fixing device characterized by being configured to release a plurality of fixing devices at the same time, and a seismic isolation structure thereby. 8.1.3.1. Interlocking operation type fixing device 120. Two or more securing devices, including a shear pin securing device according to claim 91 wherein the securing pin breaks or breaks due to a certain level of seismic force, wherein the securing pin of the shear pin securing device; The lock members that lock other fixing devices are connected to each other by wires, ropes, cables, rods, etc., and when the fixing pin of the shear pin type fixing device breaks or breaks due to seismic force during an earthquake, the wire・ In conjunction with a rope, cable, rod, etc., the lock member of the other fixing device is released, and each fixing device is released at the same time, and the structure supporting the seismically isolated structure and the seismically isolated structure An interlocking operation-type fixing device characterized in that it is configured to release the fixation with the seismic isolation structure, and the seismic isolation structure thereby. 8.1.3.2. Interlocking operation type fixing device 121. In two or more fixing devices, a lock member having a function of locking each fixing device is connected to each other by a wire, a rope, a cable, a rod, a release, or the like. (The weight vibrates due to the seismic force.) When the seismic sensor amplitude device, seismic sensor device, or shear pin type fixing device activates one of the locking members, each locking member will work together and release each fixing device simultaneously. An interlocking-type fixing device characterized in that it is configured to release fixing between a structure to be seismically isolated and a structure supporting the structure to be seismically isolated, and a seismic isolation structure thereby. 8.1.3.3. Interlocking operation type fixing device 122. In two or more securing devices, a locking member (unbranched member, three or four or more or more divided) having a function of locking each securing device at an end thereof, A seismic sensor amplitude device, seismic sensor device, or shear pin-type fixing device, which is mounted so as to be movable and whose weight vibrates due to seismic force in the event of an earthquake, actuates the locking member in the movable direction, thereby causing each end to move. Is characterized in that it is configured to simultaneously release the respective fixing devices to release the fixing between the seismically isolated structure and the structure supporting the seismically isolated structure. Interlocking type fixing device and seismic isolation structure by it. 8.1.3.4. Interlocking operation type fixing device 123. Two or more locking devices, wherein a locking member (unbranched member, three or four or more or more divided) having a function of locking each fixing device at an end thereof, A seismic sensor amplitude device, seismic sensor device, or shear pin type fixing device, which is mounted so that it can rotate about the center and the weight vibrates due to seismic force during an earthquake, rotates this lock member, thereby The locking function at the end releases each fixing device at the same time,
An interlocking-type fixing device configured to release fixing between a structure to be seismically isolated and a structure supporting the structure to be seismically isolated, and a seismic isolation structure thereby. 8.1.3.5. Interlocking type fixing device (2) Only the locking of the fixing device is released by electricity 124. A fixing device having one or a plurality of fixing devices equipped with an earthquake sensor (amplitude) device, wherein a lock member for locking each fixing device is simultaneously operated by an electric signal from one seismic sensor. A fixing device characterized by being configured to operate, and a seismic isolation structure thereby. 8.1.2.2.5. (Lock) valve system 8.1.2.2.2.5.1. (Lock) valve system 125. A sliding lock valve which has an operating portion of a fixing device having a piston-like member which slides in a cylinder without substantially leaking a liquid, a gas, etc., and which has a slide-type lock valve interlocked with a weight serving as an earthquake sensor. At this time, the slide-type lock valve is closed, and the liquid / gas or the like pushed out by the piston-like member closes the outlet / outlet path from the cylinder to the liquid storage tank or the outside. Without being pushed out, the piston-like member is locked, the operating part of the fixing device is fixed, and in the event of an earthquake, the weight acting as an earthquake sensor acts on the slide lock valve to open the slide lock valve.
The liquid / gas or the like in the cylinder extruded by the piston-like member comes out of the liquid storage tank or the outside, the piston-like member starts to move, and the fixing of the operating part of the fixing device is released. A fixed device equipped with a seismic sensor amplitude device and a seismic isolation structure thereby. 126. An operating part of a fixing pin fixing device having a piston-like member that slides in a cylinder without substantially leaking liquid, gas, or the like, and the fixing pin inserting part has a mortar-like shape.
It has a concave shape such as a spherical shape, and has a slide lock valve that is linked to the weight that acts as an earthquake sensor. Normally, this slide lock valve is closed, so that liquid, gas, etc., extruded by the piston-like member can be removed. The outlet / exit path that exits from the cylinder to the liquid storage tank or outside is closed, the extruded liquid / gas is not pushed out, the piston-like member is locked, the operating part of the fixing device is fixed, and in the event of an earthquake, When the weight acting as a sensor acts on the slide lock valve and opens the slide lock valve,
The liquid / gas or the like in the cylinder extruded by the piston-like member comes out of the liquid storage tank or the outside, the piston-like member starts to move, and the fixing of the operating part of the fixing device is released. A fixed device equipped with a seismic sensor amplitude device and a seismic isolation structure thereby. 127. A piston-like member that slides in a cylinder without substantially leaking liquid or gas, cannot be used for either a structure supporting a seismically isolated structure or a structure to be seismically isolated. A fixing device supported by a flexible member or a flexible member, the insertion tube of which is supported by another structure to prevent wind sway, etc., having a slide-type lock valve interlocked with a weight serving as an earthquake sensor, Normally, the slide-type lock valve is closed, and the liquid / gas extruded by the piston-like member closes the outlet / exit path from the cylinder to the liquid storage tank or the outside, so that the extruded liquid / gas etc. The piston-like member is locked without being pushed out, and the structure to be seismically isolated and the structure that supports the structure to be seismically isolated are fixed. Acting on the slide lock valve to open the slide lock valve,
The liquid / gas, etc. in the cylinder extruded by the piston-like member exits the liquid storage tank or the outside, and the piston-like member starts to move, fixing the seismically isolated structure to the structure supporting the seismically isolated structure. A fixing device equipped with an earthquake sensor amplitude device, and a seismic isolation structure thereby. 128. The fixing device according to claim 125 or 127, wherein the slide type lock valve has a resistance plate, and the slide type lock valve is at least slightly attached to the weight serving as the earthquake sensor. When opened,
A fixing device equipped with a seismic sensor amplitude device and a seismic isolation structure, wherein a resistance plate attached to the lock valve is configured to play a role of opening the lock valve by receiving resistance due to flow. body. 129. A fixing device equipped with an earthquake sensor amplitude device according to any one of claims 125 to 128, wherein a slide interlocked with a weight serving as an earthquake sensor from (the connection portion of) the fixing device portion. A seismic sensor amplitude device section consisting of a part connected to the outlet / outlet path with a lock valve and a liquid storage tank (or external part) bordered by the slide lock valve, and a cylinder and a liquid / gas etc. in the cylinder. A fixing device comprising a seismic sensor amplitude device and a seismic isolation structure, wherein the fixing device portion comprising a piston-like member that slides almost without leakage is separated from each other to constitute independent devices. . 130. The fixing device according to any one of claims 125 to 129, wherein the seismic sensor amplitude device-equipped fixing device has an outlet / outlet path or a piston-like member in a cylinder other than the sliding portion. A fixing device equipped with a seismic sensor amplitude device, characterized in that it is configured to provide a connection port with a fixing device and connect with each other by a connecting pipe so as to be able to interlock with each other. Seismic isolation structure. 8.1.2.2.5.2. (Lock) valve system 131. An operating portion of a fixing device having a piston-like member that slides in a cylinder without substantially leaking a liquid, a gas, or the like. Usually, a weight serving as an earthquake sensor includes a pendulum or a spring or the like. Since the balance is maintained by a concave sliding surface portion (sliding / rolling surface portion, the same applies hereinafter) such as a spherical surface, a mortar or a cylindrical trough, a V-shaped trough, etc. The weight, or a valve integrated with the weight, or a valve linked to the weight, closes the outlet or outlet path through which gas or the like exits from the cylinder to the liquid storage tank or to the outside. When the weight moves from the normal position due to seismic force during an earthquake, the weight or the weight is integrated with the weight from the position that blocks this exit / exit path. The valve or the valve interlocked with the weight is displaced, liquid or gas is pushed out, the piston-like member starts to move, and the fixing of the operating part of the fixing device is released. A fixed device equipped with a seismic sensor amplitude device and a seismic isolation structure. 132. An operating portion of a fixing pin fixing device having a piston-like member that slides in a cylinder without substantially leaking liquid, gas, etc., and the fixing pin inserting portion has a mortar shape, a spherical shape, or the like. Normally, the weight that becomes the seismic sensor is a pendulum or spring, or a concave sliding surface such as a spherical surface, a mortar or a cylindrical valley surface, a V-shaped valley surface (sliding / rolling surface, the same applies hereinafter). A valve that is in a normal position because the liquid / gas, etc. extruded by the piston-like member exits from the cylinder to the liquid storage tank or the outside because the balance is maintained by the weight, or a valve integrated with the weight, Or, the valve linked to the weight is closed, the liquid / gas, etc. are not pushed out, the piston-like member is locked, the operating part of the fixing device is fixed, and in the event of an earthquake, the weight moves from the normal position due to seismic force Then, the weight, the valve integrated with the weight, or the valve linked to the weight is displaced from the position where the outlet / outlet path is closed, and the liquid / gas is extruded, and the piston-like member starts to move, and the fixing device is started. A fixing device equipped with a seismic sensor amplitude device, and a seismic isolation structure using the same, characterized in that the fixing of the operating part is released. 133. A piston-like member that slides in a cylinder without substantially leaking a liquid, a gas, or the like, cannot be mounted on one of a structure supporting a structure to be seismically isolated and a structure to be seismically isolated. In a fixing device supported by a flexible member or a flexible member, the insertion tube of which is supported by another structure to prevent wind sway, etc., a weight serving as a seismic sensor usually includes a pendulum or a spring. Or, because the balance is maintained by a concave sliding surface portion (sliding / rolling surface portion, the same applies hereinafter) such as a spherical surface, a mortar or a cylindrical valley surface, a V-shaped valley surface, etc.・ The outlet or outlet path through which gas or the like exits from the cylinder to the liquid storage tank or outside is closed by a weight or a valve integrated with the weight, or a valve linked to the weight, so that the liquid or gas is not extruded, The stone-shaped member locks the seismically isolated structure and the structure supporting the seismically isolated structure. During an earthquake, if the weight moves from its normal position due to seismic force, this exit / exit path is From the closing position, the weight, the valve integrated with the weight, or the valve linked to the weight is displaced, and liquid and gas are extruded, the piston-like member starts to move and is isolated from the seismically isolated structure. A fixing device equipped with an earthquake sensor amplitude device, and a seismic isolation structure using the same, wherein the fixing device is configured to be released from being fixed to a structure that supports the structure. 134. The fixing device according to any one of claims 131 to 133, further comprising: a portion connecting from (the connection portion of) the fixing device portion to the outlet / outlet path. A seismic sensor amplitude device unit consisting of the liquid storage tank (or the outside) part ahead of the outlet / outlet path, and a fixing device unit consisting of a cylinder and a piston-like member that slides through the cylinder almost without leaking liquid or gas. A fixed device equipped with an earthquake sensor amplitude device, and a seismic isolation structure using the same. 135. A fixing device equipped with an earthquake sensor amplitude device according to any one of claims 131 to 134, wherein an outlet / outlet path or a piston other than the sliding portion of the piston-like member is provided in another cylinder. A fixing device equipped with a seismic sensor amplitude device, characterized in that it is configured to provide a connection port with a fixing device and connect with each other by a connecting pipe so as to be able to interlock with each other. Seismic isolation structure. (11) Cover tube in gap 136. A fixed device equipped with an earthquake sensor amplitude device according to any one of claims 131 to 135, wherein the pipe is movable to adapt to the movement of the weight (weight of the earthquake sensor amplitude device). A fixing device equipped with a seismic sensor amplitude device, and a seismic isolation structure using the same. (12) Weight and indirect valve system 1 137. A fixing device according to any one of claims 131 to 135, wherein the locking valve is movable in itself and adapts to the movement of the weight of the seismic sensor amplitude device. A fixed type equipped with a seismic sensor amplitude device, comprising: a pipe or a lock valve; and a receiving member attached to the fixing device main body and receiving the lock valve or the lock valve to shut off a normal flow. Equipment, and thereby seismic isolation structures. (13) Weight and indirect valve system 2 138. The fixing device according to any one of claims 131 to 135, further comprising: a lock valve pipe which is inserted into an outlet / outlet path and is movable by itself. It consists of a receiving member attached to the main body of the fixing device that shuts off the flow of liquid (gas) from the lock valve pipe. A weight (weight of the seismic sensor amplitude device) is sucked into the lock valve pipe, and the lock valve pipe is movable and pressed against the receiving material to block the flow of liquid (gas) or the like. A fixed device equipped with an earthquake sensor amplitude device, and a seismic isolation structure thereby. 139. A fixing device equipped with an earthquake sensor amplitude device according to claim 138, wherein the weight (of the earthquake sensor amplitude device) is received by receiving a pressure of a liquid (gas) or the like from a piston-like member by wind pressure and seismic force. The weight is sucked into the lock valve pipe, and the lock valve pipe moves and is pressed against the receiving material to cut off the flow of liquid (gas) or the like. (The weight is in the immediate vicinity of the lock valve pipe (the suction port).) The weight is repeatedly sucked into the lock valve pipe. During an earthquake, when the weight separates from the lock valve pipe, the seismic force causes the lock valve pipe ( A fixed device equipped with a seismic sensor amplitude device, and a seismic isolation structure formed therefrom, characterized in that the flow of a liquid (gas) or the like is started to deviate from the suction port) and the seismic isolation is started. (14) With an amplifier. 139-2. Claims 125 to 139
The fixing device according to any one of the above items, wherein the locking valve (including a lock valve pipe, a slide-type lock valve, and the like).
The valve is inclined in the direction in which the valve comes out (opening direction), so that the valve comes out (opens) when it receives pressure from the piston-like member, and receives the outgoing (opening) force to receive gears, pulleys, levers, etc. In addition, the force is weakened, transmitted to the tip of the valve, and the lock can be configured with a small (sensor) weight so that it can be fixed with the seismic sensor equipped with the amplitude device. Seismic isolation structure. 8.1.4. A wind-operated fixing device with an earthquake sensor. 139-3. A seismically-actuated fixing device having a wind sensor (with an earthquake sensor), wherein the fixing device is locked when a constant wind pressure is reached by the wind sensor. A fixed device equipped with an earthquake sensor (amplitude) device and a seismic isolation structure using the same. 8.2. Wind operated fixing device 140. A fixing device for fixing a structure to be seismically isolated and a structure supporting the structure to be seismically isolated to prevent wind sway, etc., wherein the seismic isolation is performed only when a certain pressure or more. -Operated fixing device characterized in that it is configured to fix a structure that supports a seismically isolated structure and a structure that supports a seismically isolated structure, and to prevent wind sway, etc., and a seismic isolation structure using the same. . 8.2.1. Wind sensor equipped type fixing device (general type (including direct type)) 141. A fixing device for fixing a structure to be seismically isolated and a structure for supporting the structure to be seismically isolated to prevent wind sway, etc. Only when the above wind pressure is applied, the seismically isolated structure and the structure supporting the seismically isolated structure are fixed,
A fixing device equipped with a wind sensor, which is configured to prevent wind sway and the like, and a seismic isolation structure thereby. (1) Direct method 142. A fixing device for fixing a structure to be seismically isolated and a structure for supporting the structure to be seismically isolated to prevent wind sway, etc., wherein when a wind sensor or the like detects a predetermined or higher wind pressure. The structure is such that the operating part (fixing pin / fixing valve) of the fixing device itself works to fix the seismically isolated structure and the structure supporting the seismically isolated structure. Wind sensor-equipped fixing device and seismic isolation structure. 1) Fixing pin type fixing device 143. A fixing device for fixing a structure to be seismically isolated and a structure supporting the structure to be seismically isolated to prevent wind sway, etc., wherein a wind sensor or the like detects a certain level of wind pressure or more. The fixing device is configured to lock the fixing device by operating a fixing pin for fixing an operation part of the fixing device, and to fix the structure to be isolated and the structure to support the structure to be isolated. Characteristic fixing device with wind sensor and seismic isolation structure. 2) Connection member valve type fixing device 144. A fixing device equipped with a wind sensor according to claim 142, further comprising an operating portion of a fixing device such as a piston-like member that slides in the cylinder without substantially leaking a liquid, a gas, or the like. And one of the piston-like members is provided on the structure to be seismically isolated, and the other is provided on the structure supporting the structure to be seismically isolated. A pipe (also a groove attached to the cylinder) connecting the ends of the range in which the cylinder slides, a hole in the piston-like member, or an outlet through which the liquid or gas extruded by the piston-like member exits from the cylinder. Crabs, or all of them, are provided with valves. When a certain level of wind pressure is detected by a wind sensor or the like, the valve closes to fix the fixing device, and to isolate the seismically isolated structure from the structure. Supports structures that are shaken That the wind sensor-equipped fixing device characterized by comprising configured to a structure for fixing and seismic isolation structure according to it. (2) Indirect method a) General 145. A fixing device for fixing a structure to be seismically isolated and a structure supporting the structure to be seismically isolated to prevent wind sway, etc. When a wind sensor or the like senses a predetermined or higher wind pressure, A locking member that locks an operating portion of the fixing device is actuated to lock the fixing device, thereby fixing the seismically isolated structure and the structure that supports the seismically isolated structure. Characteristic fixing device with wind sensor and seismic isolation structure. b) For fixed pin type 146. One of the fixed pin insertion portion and the fixed pin is provided on a structure to be seismically isolated, and the other is provided on a structure for supporting the structure to be seismically isolated. A fixing device that secures the seismically isolated structure and the structure that supports the seismically isolated structure by inserting it to prevent wind sway, etc. Then, the locking member that locks the fixing pin is actuated to lock the fixing pin, and the structure to be seismically isolated and the structure to support the structure to be seismically isolated are fixed. Fixed pin type fixing device equipped with wind sensor and seismic isolation structure by it. c) Automatic restoration type by seismic force 147. The wind-actuated fixing pin type fixing device according to claim 146, wherein the insertion portion of the fixing pin has a concave shape such as a mortar shape or a spherical shape. Fixing pin type fixing device and seismic isolation structure by it. 1) Lock valve type 148. The fixing device according to any one of claims 145 to 147, wherein the lock member comprises a lock valve, and the liquid or gas or the like is substantially prevented from leaking through the cylinder. A pipe (also attached to the cylinder) that has an operating portion of a fixing device such as a piston-like member that slides and that connects opposite sides of the cylinder with the piston-like member therebetween (ends within the range in which the piston-like member slides). A lock valve is provided in a hole formed in the piston-shaped member, or in an outlet through which liquid / gas or the like extruded by the piston-shaped member exits from the cylinder, or in all of them. When a certain level of wind pressure is sensed, the lock valve closes and the locking device is locked to fix the seismically isolated structure and the structure supporting the seismically isolated structure. Composed A fixing device equipped with a wind sensor,
Also seismic isolation structure by it. 2) Lock pin method 149. The wind-actuated fixing device according to any one of claims 145 to 147, wherein a lock member is engaged with an operating portion of the fixing device,
A fixing device equipped with a wind sensor, wherein the operating part of the fixing device is locked, and a seismic isolation structure thereby. 8.2.5. Wind generator type wind sensor equipped type fixing device (1) General type (including direct type) 1) Fixed pin type fixing device 2) Connecting member valve type fixing device 150. The wind-operated fixing device according to claim 141, wherein when the wind pressure exceeds a certain level, the voltage generated by the wind power generator becomes higher than the voltage required to operate the fixing device, and the fixing device is activated. And a seismic isolation structure provided with a wind sensor, wherein the seismic isolation structure is fixed to a structure supporting the seismic isolation structure. . (2) Indirect method 151. The wind-actuated fixing device according to any one of claims 145 to 149, wherein when the wind pressure reaches a certain level or more, the generated voltage of the wind power generator turns on the operating part of the fixing device. When the voltage exceeds the voltage required to operate the lock member to be locked, the lock member is operated to lock the operating part of the fixing device, and the structure that supports the seismically isolated structure and the seismically isolated structure. A wind sensor-equipped fixing device, which is configured to fix the
Also seismic isolation structure by it. 8.2.6. Interlocking wind-actuated fixing device 152. A fixing device comprising a plurality of fixing devices, wherein an operating portion or a locking member of each fixing device is interlocked with each other. By interlocking the operating portions or the locking members of the fixing device, An interlocking operation fixing device characterized by being configured to simultaneously fix a plurality of fixing devices, and a seismic isolation structure thereby. 8.2.6.1. Interlocking wind-actuated fixing device 153. In two or more fixing devices, a lock member having a function of locking each fixing device is connected to each other by a wire, a rope, a cable, a rod, a release, or the like. When the sensor activates one of the lock members, each lock member works together to fix the respective fixing devices simultaneously, fixing the seismically isolated structure and the structure supporting the seismically isolated structure. An interlocking operation type fixing device, and a seismic isolation structure thereby. 8.2.6.2. Interlocking wind-actuated fixing device 154. In two or more locking devices, a locking member (non-branched member, three or four or more or more divided) having a function of locking each fixing device at an end thereof, It is mounted so that it can move, and in the case of wind, the wind sensor activates this lock member in the movable direction, so that the locking function at each end simultaneously fixes each fixing device and is seismically isolated. An interlocking-type fixing device characterized by being configured to fix a body and a structure supporting a structure to be seismically isolated, and a seismic isolation structure thereby. 8.2.6.3. Interlocking wind-actuated fixing device 155. In two or more securing devices, a locking member (unbranched member, three or four or more or more divided) having a function of locking each securing device at an end thereof, It is mounted so that it can rotate about the center, and in the case of wind, the wind sensor rotates this lock member, so that the lock function of each end simultaneously fixes each fixing device, and is seismically isolated. An interlocking-type fixing device, which is configured to fix a structure supporting a structure to be seismically isolated and a structure supporting the structure to be seismically isolated, and a seismic isolation structure using the same. 8.2.6.4. Interlocking wind-actuated fixing device 156. A fixing device having one or more wind-operated fixing devices according to any one of claims 140 to 151, wherein each fixing device is fixed or locked. A fixing device, and a seismic isolation structure using the fixing device, wherein the locking of the operating portion of the fixing device by a member is simultaneously performed by an electric signal from one wind sensor. 8.2.7. Installation of delay unit 157. The fixing device according to any one of claims 145 to 156, wherein the delay device according to any one of claims 166 to 176 is provided. A wind sensor-equipped fixing device, which is equipped and configured to be operated promptly when the operating part of the fixing device is fixed and loosely when released, and a seismic isolation structure thereby. . 8.3. Installation position of fixing device and relay interlocking operation type fixing device 8.3.1. General 158. A fixing device for fixing a structure to be seismically isolated and a structure supporting the structure to be seismically isolated to prevent wind sway or the like, comprising: A fixing device characterized by being installed at or near a center of gravity of a vertical plane coming from the centroid of each raised surface of a structure to be seismically isolated (hereinafter referred to as "center of gravity"). Seismic isolation structure. 8.3.2.2 Installation of two or more fixing devices (1) Adopting a seismic sensor (amplitude) device with an amplifier that makes the weight as heavy as possible (2) Installation of a fixing device (sensitive / insensitive type) 159. A plurality of fixing devices for fixing a structure to be seismically isolated and a structure supporting the structure to be seismically isolated to prevent wind sway and the like, wherein a center of gravity of the structure to be seismically isolated is provided. At a peripheral position other than the position or its vicinity, a fixing device that is more easily released during an earthquake than at or near the center of gravity is installed. A fixing device characterized by being provided with a fixing device that is not easily released, and a seismic isolation structure using the fixing device. 8.3.3. Relay interlocking operation type fixing device 8.3.3.1. In case of seismic actuation type fixing device 160. An interlocking-type fixing device for fixing a structure to be seismically isolated and a structure supporting the structure to be seismically isolated to prevent wind sway and the like and release the fixation in the event of an earthquake, At least one fixing device (relay end fixing device) is installed at or near the center of gravity of the seismically isolated structure, and other fixing devices (relay intermediate fixing devices) are installed at peripheral positions. When the fixing devices are sequentially released, the fixing device installed at or near the position of the center of gravity is configured to be released last. Seismic structure. 161. An interlocking structure in which a structure to be seismically isolated and a structure supporting the structure to be seismically isolated are fixed to prevent wind sway, etc., and are released when an earthquake occurs, and are fixed again after an earthquake. In the actuation type fixing device, at least one fixing device (relay end fixing device) is installed at or near the center of gravity of the seismic isolated structure, and the other fixing device (relay intermediate fixing device) is set around. The fixing devices are sequentially released during an earthquake, and when the fixing devices are sequentially fixed after the end of the earthquake, the fixing devices installed at or near the center of gravity are fixed first. A relay interlocking operation type fixing device, and a seismic isolation structure using the fixing device. 162. An interlocking type fixing device in which a seismically isolated structure and a structure supporting the seismically isolated structure are fixed to prevent wind sway and the like and are released from being fixed in the event of an earthquake, At least one fixing device (relay end fixing device) is installed at or near the center of gravity of the seismically isolated structure, and other fixing devices (relay intermediate fixing devices) are installed at peripheral positions. When the fixing devices are sequentially released, when the fixing devices installed at or near the position of the center of gravity are finally released, or when these fixing devices are sequentially fixed after the end of the earthquake,
The fixing device installed at or near the position of the center of gravity is fixed first, or the both are combined to form a relay interlocking operation fixing device, and the seismic isolation structure thereby body. 8.3.3.1.1. Relay intermediate fixing device 8.3.3.1.1.1. Relay intermediate fixing device (general) 163. The claim 160 or 161.
The relay intermediate fixing device according to the item, wherein the relay intermediate fixing device directly connected to the earthquake sensor (amplitude) device is a relay first intermediate fixing device, the relay intermediate fixing device not directly connected is the relay second and subsequent intermediate fixing devices, The seismic sensor (amplitude) according to any one of claims 95 to 106, wherein the intermediate fixing device is provided.
Device-equipped fixing devices are used. Each relay intermediate fixing device is equipped with a locking member, and in the event of an earthquake, the operation of the fixing device is transmitted to the locking member of the next relay (intermediate, terminal) fixing device and locked in conjunction with it. It has an interlocking mechanism to release the fixing device by the member. The locking member of the relay first intermediate fixing device is the seismic sensor (amplitude) device, and the locking member of the relay second and subsequent intermediate fixing devices is the intermediate relay immediately before the relay. A relay interlocking operation fixing device, which is configured to interlock with an interlocking mechanism of the device,
Also seismic isolation structure by it. 8.3.3.1.1.2. Relay intermediate fixing device (with amplifier) 164. The interlocking mechanism of the relay intermediate fixing device according to claim 163, wherein a lever, a pulley, a gear, or the like is adopted, and a wire, rope,
A fixing device characterized in that a tension length or a compression length such as a cable rod or a release is amplified, and a seismic isolation structure thereby. 8.3.3.1.2. Relay terminal fixing device 165. The method of claim 160 or 161.
164. The relay terminal fixing device according to claim 1, wherein there are a plurality of locking members for locking the relay terminal fixing device, and the plurality of locking members are interlocking mechanisms of the immediately preceding relay intermediate fixing device (claim 163 or 164). The locking mechanism described in the table) is individually connected to each other.Each lock member is released during an earthquake, but the lock of the relay terminal fixing device is not released unless all these lock members are released. A fixing device characterized by being constituted, and a seismic isolation structure thereby. 8.5. Delay device 1) General 166. The fixing device, wherein a delay device is provided for delaying return of the released operating part or the locking member of the fixing device, or the operating part or the locking member of the fixing device and the seismic sensor amplitude device vibrate during an earthquake. Between the weight and the interlocking mechanism of the immediately preceding relay intermediate fixing device, the return of the operating portion or the locking member of the fixing device during vibration after the operating portion or the locking member of the fixing device is released during an earthquake A fixing device constituted by providing or delaying a delay device, and thereby a seismic isolation structure. 2) Hydraulic pneumatic cylinder type 167. The delay device according to the preceding claim, comprising a cylinder and a piston-like member that slides, wherein the piston-like member that slides without substantially leaking liquid or gas in the cylinder is inserted into the cylinder, and The tip of the piston-like member protrudes from the cylinder. Further, at least two paths for liquid, gas, etc., connecting the opposite sides of the cylinder with the piston-like member therebetween are provided. There is a valve that is open in the direction of the piston-like member being retracted into the cylinder, and a valve that is closed in the other direction is attached to the larger opening area of this path. If the opening area is small, a valve is required There is no, but when a valve is provided, a delay device characterized by being provided with a valve that is open when the piston-like member is pushed out of the cylinder and otherwise closed, and a fixing device thereby. It caused by seismic isolation structure was. 167-2. The delay device according to claim 166, wherein the piston-like member is constituted by a cylinder and a sliding piston member, and the piston-like member sliding without substantially leaking a liquid or gas in the cylinder is inserted into the cylinder. , The tip of the piston-like member protrudes outside thereof, and a pipe (also attached to the cylinder) connecting the opposite sides of the cylinder with respect to the piston-like member (ends within the range in which the piston-like member slides). And a hole formed in the piston-like member. The pipe (or groove) and the hole have a difference in opening area, and the pipe (or groove) or the hole of the piston-like member is provided. Of the larger open areas, a valve that opens when the piston-like member is drawn into the cylinder and is closed otherwise is attached, or liquid / gas, etc. extruded by the piston-like member from the cylinder An exit path that exits and a return path of another path through which the liquid / gas extruded from the exit path returns to the inside of the cylinder are provided. An exit path having an opening area difference is provided between the exit path and the return path. The return path is large and the exit path is provided with a valve that opens when the piston-like member is retracted into the cylinder and is closed otherwise, and the return path does not require a valve when the opening area is small. However, when a valve is provided, a valve is provided that is open when the piston-like member is pushed out of the cylinder, and is otherwise closed. Further, gravity, and in some cases, a spring inserted in the cylinder. A case where a rubber, a magnet or the like plays a role of pushing the piston-like member out of the cylinder; and a case where the cylinder and the pipe (and the groove) or the path are filled with a liquid such as a lubricating oil. There is also the character of this valve By providing a difference in the opening area, the piston-like member is designed to be quick in the direction of entering the cylinder and delayed in the direction of exit, and in the case of a fixing device, this delay device Depending on whether the piston-like member is used as an operating part of the fixing device or in conjunction with the operating part of the fixing device, the direction in which the piston-like member is drawn into the cylinder of the delay device is the direction of releasing the fixing device. Alternatively, the piston-like member of the delay unit is connected between a locking member of a fixing device and an operating member such as a motor or an electromagnet operated by a weight or a seismic sensor which vibrates during an earthquake of the seismic sensor amplitude device, and The way of connection is such that the direction in which the piston-like member is pulled into the cylinder of the delay unit is the direction in which the lock member comes off (release direction), or in the case of a relay interlocking operation-type fixing device, Whether the piston-like member of the spreader is used as the operating part of the fixing device or is linked with the operating part of the fixing device, the direction in which the piston-like member is drawn into the cylinder of the delay device is the direction in which the fixing device is released. Or, the piston-like member of this delay unit is provided with a locking member of a relay interlocking operation type fixing device, and an operating member such as a motor or an electromagnet operated by a weight or an earthquake sensor which vibrates during an earthquake of an earthquake sensor amplitude device, or It is connected to the interlocking mechanism of the relay intermediate fixing device immediately before, and the connection method is such that the direction in which the piston-like member is drawn into the cylinder of the delay device is the direction in which the lock member comes off (release direction), A delay device, a fixing device thereby, and a seismic isolation structure using the same. 168. The delay device according to claim 166, wherein the piston-like member, which is constituted by a cylinder and a piston-like member that slides, is inserted into the cylinder and slides without substantially leaking gas in the cylinder. The tip of the piston-like member protrudes, and this cylinder is provided with a hole through which gas exits from the cylinder and a hole into the cylinder. The exit hole opens when gas exits from the cylinder and closes otherwise. In addition, gravity, or, in some cases, springs, rubber, magnets, etc. placed in the cylinder may serve to push the piston-like member out of the cylinder. By narrowing the opening area of the hole into which gas enters the cylinder, the piston-like member is configured to be prompt in the direction of entering the cylinder and delayed in the direction of exit, If The piston-like member of the delay unit is used as an operating part of the fixing device or is linked with the operating unit of the fixing device, or the piston-like member of the delay unit is connected to the locking member of the fixing device and the seismic sensor amplitude. In the case of a relay interlocking operation type fixed device, the piston-shaped member of this delay unit is connected to a relay interlock with a weight that vibrates in the event of an earthquake or an operating member such as a motor or electromagnet that is operated by a seismic sensor. Connect and lock the locking member of the actuated fixing device with the interlocking mechanism of the seismic sensor amplitude device, such as a weight that vibrates during an earthquake, a motor or an electromagnet, etc., which is activated by the seismic sensor, or the relay intermediate fixing device immediately before. The direction in which the piston-like member enters into the cylinder of the delay device should be the direction in which the lock member comes off (the release direction). And a fixing device thereby, and a seismic isolation structure thereby. 3) mechanical type a) escape wheel type 169. The delay device according to claim 166, further comprising: an escape wheel & pinion, an ankle and a rack, wherein the rack rotates the escape wheel & pinion by moving the escape wheel and an ankle. It does not become a resistance in one direction, it becomes a resistance in the opposite direction and adjusts the speed of rotation, and these mechanisms are indirectly combined via interlocking mechanisms such as gears Due to the nature of this escape wheel, ankle and rack mechanism, the rack can move in one direction without resistance when subjected to force, but the speed of movement in the opposite direction is delayed. In the case of the fixing device, the rack of the delay device is provided on the operating portion of the fixing device, on a member linked to the operating portion of the fixing device, or on the delay device In the case of a relay interlocking type fixing device, the rack of the above is connected between the locking member of the fixing device and the operating member such as the motor or electromagnet operated by the weight or the seismic sensor that vibrates during the earthquake of the seismic sensor amplitude device. The rack of the delay unit is fixed to the locking member of the relay interlocking operation type fixing device, the weight which vibrates in the event of an earthquake of the seismic sensor amplitude device, the operating member such as the motor or the electromagnet operated by the seismic sensor, or the intermediate fixing of the relay just before. The delay is characterized in that the connection is made with the interlocking mechanism of the device, and the connection is made such that the direction in which the rack can move without resistance is the direction in which the lock member is released (release direction). Vessel, and thereby the fixing device, and thereby the seismic isolation structure. b) Ratchet type (weight type weight resistance type, water wheel type / windmill type viscous resistance type) 170. The delay device according to claim 166, further comprising a gear and a rack (and a device such as a water turbine (windmill)), wherein the gear and the rack are moved with respect to a certain direction depending on a moving direction of the rack. The gear and the teeth of the rack do not mesh, the rack can move freely, and the teeth mesh in the opposite direction,
The mechanism is such that the gears rotate by the movement of the rack, and when the gears rotate due to the meshing of the teeth, the weight of the weight-type resistance type, the weight of the gears becomes resistance to the movement of the rack, and the water wheel type -In the windmill type viscous resistance type, a load applied during rotation by a device such as a waterwheel (windmill) immersed in a viscous liquid (gas) that rotates in conjunction with the rotation of the gears in response to the movement of the rack. In some cases, these mechanisms are indirectly combined via an interlocking mechanism such as a gear. In the case of this gear and a rack (and in the case of a water turbine / wind turbine type viscous resistance type, a load of a water turbine (wind turbine), etc.). Due to the nature of the mechanism provided by the rack, the rack can move in one direction without resistance when subjected to a force, but the speed of movement in the opposite direction is delayed. In case The rack of the delay unit is provided in the operating part of the fixing device or provided in a member interlocked with the operating unit of the fixing device, or the rack of the delay unit is provided in the locking member of the fixing device and the seismic sensor amplitude device. In the case of a relay interlocking operation type fixing device that is connected between a weight that vibrates during an earthquake or an operating member such as a motor or an electromagnet that is operated by a seismic sensor, the rack of this delay unit is connected to a relay interlocking operation type fixing device. Between the lock member of the seismic sensor and the operating member such as the motor or electromagnet operated by the weight or the seismic sensor that oscillates in the event of an earthquake of the seismic sensor amplitude device, or the interlocking mechanism of the relay intermediate fixing device immediately before, and the connection method is the rack Is configured so that the direction in which the lock member can move without resistance is the direction in which the lock member comes off (release direction). The delay device and the fixing device thereby, and the seismic isolation structure thereby. c) Gravity type 171. The delay device according to claim 166, further comprising a gear, a rack, and a weight, wherein the rack rotates the gear by its movement, and the weight is interlocked with the rotation of the gear. The weight of the gear acts as a load in a certain direction with respect to the moving direction of the rack, and does not become a resistance in the opposite direction (does not hinder the rotation of the gear). Due to the nature of this gear, rack, and weight mechanism, the rack can move in a certain direction without resistance when it receives a force. In the case of a fixing device, whether the rack of this delay device is provided in the operating part of the fixing device or in a member that is linked to the operating portion of the fixing device is provided. Alternatively, the delay unit rack is connected between the lock member of the fixing device and the operating member such as the motor or electromagnet operated by the weight or the seismic sensor that vibrates during the earthquake of the seismic sensor amplitude device, and the relay interlocking operation is performed. In the case of the type fixing device, the rack of the delay unit is connected to the locking member of the relay interlocking operation type fixing device and the operating member such as the motor or the electromagnet operated by the weight or the seismic sensor which vibrates at the time of the earthquake of the seismic sensor amplitude device, or It is connected with the interlocking mechanism of the relay intermediate fixing device immediately before, and the connection is configured such that the direction in which the rack can move without resistance is the direction in which the lock member is released (release direction). A delay device characterized by a fixing device thereby, and a seismic isolation structure thereby. 4) Friction type 172. The delay device according to claim 166, comprising a cylinder and a piston-like member that slides, wherein the piston-like member is combined so as to be able to move in the cylinder, and the inner surface of the cylinder and the piston Both or one of the surfaces of the piston-like member gives a different frictional resistance depending on the sliding direction. It can move with little resistance in the direction, but in the opposite direction it receives a large resistance, so that the speed of movement is delayed. In the case of a fixed device, this delay device piston-like The member can be used as an operating part of the fixing device or linked with the operating part of the fixing device. In the case of a fixed device with a relay interlocking operation, the piston-shaped member of this delay device is connected to a relay, which is connected to an operating member such as a motor or an electromagnet operated by a weight or an earthquake sensor, which vibrates during an earthquake of the width device. The locking member of the interlocking operation type fixing device is connected with the interlocking mechanism of the seismic sensor amplitude device, such as the weight oscillating at the time of the earthquake or the motor or electromagnet operated by the seismic sensor or the relay intermediate fixing device just before, The delay device is characterized in that the connecting method is configured such that the direction in which the piston-like member can move without receiving much resistance is the direction in which the lock member comes off (release direction), and the delay device. Fixing device, and thus seismic isolation structure. 5) Route detour type 173. The delay device according to claim 166, further comprising a cylinder and a cylindrical freely rotatable piston-like member that slides in the cylinder, and the piston-like member is combined so as to be movable in the cylinder. Also, on the surface of the piston-like member, a linear guide parallel to the moving direction and a curved portion are connected to form a loop-shaped guide, and the cylinder has a spring or the like in the direction of the piston-like member by a spring or the like. Extruded pins are provided respectively, and the pins are fitted in the guides, and the piston-like member rotates and moves in the cylinder due to the relationship between the pins and the guides,
And when this pin is located in the linear portion of the guide, the piston-like member can move without resistance, and when it is located in the curved portion, it receives resistance by the angle formed by the guide with respect to the moving direction, Also, the pin does not return to the guide in reverse, and due to the nature of the mechanism of this cylinder and the piston-like member, the piston-like member can move in a certain direction without resistance when it receives a force. In the direction of ガ イ ド, the speed of movement is delayed by the difference in the extension distance between the part immediately before the pin passes and the curved part, in addition to the resistance due to the angle made by the guide in the direction of In this case, the piston-like member of the delay device is used as an operating portion of the fixing device or is linked with the operating portion of the fixing device, or the distal end portion of the piston-like member of the delay device is In the case of a fixed device with a relay interlocking operation, a link between the material and an operating member such as a motor or an electromagnet operated by a seismic sensor or a weight that vibrates during an earthquake of the seismic sensor amplitude device. The lock member of the relay interlocking operation type fixing device is connected to the interlocking mechanism of the seismic sensor amplitude device, such as a weight that vibrates during an earthquake or an operating member such as a motor or an electromagnet operated by the seismic sensor or the relay intermediate fixing device immediately before. A delay device characterized in that the direction in which the piston-like member can move without resistance is the direction in which the lock member comes off (release direction). And also the fixing device thereby, and also the seismic isolation structure thereby. 6) Viscous resistance type 174. The delay unit according to claim 166, comprising a gear, a rack, and a device such as a water turbine, wherein the device such as a water turbine has a viscous liquid (gas).
And a mechanism that receives viscous resistance of different magnitude from the liquid (gas) in each rotation direction corresponding to the moving direction of the rack, and these are indirectly combined via an interlocking mechanism such as gears. Due to the mechanism of this gear, the mechanism of the rack and the device such as the water turbine (windmill), the rack can move with a small resistance in one direction when it receives a force, but a large resistance in the opposite direction. In the case of a fixing device, whether the rack of the delay unit is provided in the operating part of the fixing device or in a member that is interlocked with the operating part of the fixing device Or, the rack of the delay unit is connected to a locking member of a fixing device and an operating member such as a motor or an electromagnet operated by a weight or a seismic sensor which vibrates during an earthquake of the seismic sensor amplitude device. In the case of a relay interlocking operation type fixing device, the rack of this delay device is operated by a lock member of the relay interlocking operation type fixing device and a weight or a seismic sensor that vibrates during an earthquake of the earthquake sensor amplitude device. It is connected to an operating member such as a motor or an electromagnet or the interlocking mechanism of the intermediate relay fixing device just before, so that the direction in which the rack can move with small resistance is the direction in which the lock member comes off (release direction). A delay device, a fixing device therefor, and a seismic isolation structure thereby. 7) A delay device using a sensor seismic isolation plate. 174-1. The weight of the seismic sensor amplitude device in a fixing device equipped with an earthquake sensor amplitude device or a fixed device equipped with a seismic sensor amplitude device that also functions as a damper slides (rolls and slides). In the sensor seismic isolation plate, the seismic sensor amplitude is increased by providing a return route (a detour) that has a return gradient toward the center of the sensor seismic isolation plate on the concave sensor plate as a whole. A fixed device equipped with a seismic sensor amplitude device, or a fixed device equipped with a seismic sensor amplitude device combined with a damper, characterized by delaying the return of the device weight (ball) to the center, and a seismic isolation structure thereby. 174-2. A seismic isolation plate in which the weight of the seismic sensor amplitude device in the fixing device equipped with an earthquake sensor amplitude device or the fixed device equipped with a damper and also used as a seismic sensor amplitude device is concave. It has a surface where the horizontal level has dropped once beyond the sensor seismic isolation plate in the center of the form (central sensor seismic isolation plate), and has a slope returning from that surface toward the center of the central sensor seismic isolation plate. A fixed device or a damper equipped with an earthquake sensor amplitude device, characterized in that a return route (road) delays the return of the weight (ball) of the earthquake sensor amplitude device to the center of the sensor isolation plate. Fixed device equipped with dual-purpose seismic sensor amplitude device, and seismic isolation structure using it. 174-3. A seismic sensor amplitude isolator equipped with a seismic sensor amplitude device or a seismic sensor amplitude device equipped with a damper, wherein the seismic sensor amplitude device has a sensor seismic isolation plate in which the weight slides (rolls and slides). A ridge or valley (groove) is formed in a spiral shape toward the center (normal position) of the sensor seismic isolation plate that has a concave shape as a whole toward the part (normal position). By providing a return route (road) with a return slope toward the center (normal position) along the spiral mountain or valley, to the center of the weight (ball) of the seismic sensor amplitude device A fixed device equipped with an earthquake sensor amplitude device or a fixed device equipped with an earthquake sensor amplitude device that also serves as a damper, and a seismic isolation structure thereby. 8.3.3.1.3. Installation of delay unit 175. The fixing device according to any one of claims 160 to 165, wherein the delay device for delaying the return of the operating part or the locking member of the released fixing device is fixed. Whether to be provided on the device itself, or between the operating part or locking member of the fixing device and the operating member such as the motor or electromagnet operated by the weight of the seismic sensor amplitude device or the seismic sensor, or the interlocking mechanism of the intermediate relay fixing device immediately before A fixing device, and a seismic isolation structure using the fixing device. 8.3.3.3.1.4. Transmission device with limited tensile force 176. The fixing device according to any one of claims 160 to 175, wherein an operating portion or a lock member of the fixing device and a weight or a seismic sensor vibrating during an earthquake of the seismic sensor amplitude device. It is configured by providing a tension limited transmission device that transmits only the tensile force and does not transmit the compressive force between the operating member such as an operating motor or electromagnet or the interlocking mechanism of the relay intermediate fixing device immediately before. A fixing device, and a seismic isolation structure thereby. 8.3.3.2. For wind-actuated fixing device 177. A plurality of wind-actuated fixing devices for fixing a structure to be seismically isolated and a structure supporting the structure to be seismically isolated at the time of wind to prevent wind sway, etc. One fixing device (relay end fixing device) is installed at or near the center of gravity of the structure to be seismically isolated, and the other fixing device (relay intermediate fixing device) is installed at the peripheral position. When these fixing devices are sequentially fixed, the fixing device installed at or near the position of the center of gravity is configured to be fixed first. Seismic isolation structure. 178. A plurality of wind-actuated fixing devices for fixing a seismically isolated structure and a structure supporting the seismically isolated structure at the time of wind to prevent wind sway, etc. One fixing device (relay end fixing device) is installed at or near the center of gravity of the structure to be seismically isolated,
Another fixing device (relay intermediate fixing device) is installed at a peripheral position, and when the wind is reduced, the fixing devices are sequentially fixed. A relay interlocking type fixing device, characterized in that the fixing device installed at or near the position is finally released, and a seismic isolation structure thereby. 179. A plurality of wind-operated fixing devices for fixing a structure to be seismically isolated and a structure supporting the structure to be seismically isolated at the time of wind to prevent wind sway, etc., at least one of which is provided. One fixing device (relay end fixing device) is installed at or near the center of gravity of the structure to be seismically isolated, and the other fixing device (relay intermediate fixing device) is installed at a peripheral position. When the fixing devices are sequentially fixed, when the fixing device installed at or near the position of the center of gravity is fixed first, or when the wind is subsided, when the fixing devices are sequentially released, The fixing device installed at or near the position of the center of gravity is finally released, or a combination of the two, wherein the relay interlocking operation fixing device and the seismic isolation structure thereby body. 8.3.3.2.1. Relay intermediate fixing device 180. 177 or 178.
In the relay intermediate fixing device according to the item, the wind sensor-equipped fixing device according to any one of claims 145 to 156 is used as the relay first intermediate fixing device, and is directly connected to the wind sensor. The relay intermediate fixing device to be connected is the relay first intermediate fixing device, the relay intermediate fixing device that is not directly connected is the relay second and subsequent intermediate fixing devices, and each relay intermediate fixing device is equipped with a lock member. It has an interlocking mechanism that transmits the operation to the lock member of the next relay (intermediate, terminal) fixing device and interlocks to fix the fixing device with the lock member. The locking member of the relay first intermediate fixing device is connected to the wind sensor. A relay, wherein the lock member of the relay second and subsequent intermediate fixing devices is configured to interlock with an interlocking mechanism of the immediately preceding relay intermediate fixing device. Operation dynamic fixation device,
Also seismic isolation structure by it. 8.4. Fixing device or damper as wind turbulence suppression device / displacement suppression device 8.4.1. Fixing device as wind turbulence suppression device 8.4.1.1. Fixing device as wind sway suppressing device (1) Fixing device as wind sway suppressing device 181. A device for suppressing wind sway, etc., which suppresses movement of a structure to be seismically isolated and a structure supporting the structure to be seismically isolated by inserting a fixing pin into the insertion portion. In one of the insertion portion for fixing the fixing pin and the insertion portion for supporting the fixing pin, one is provided on the structure to be seismically isolated, and the other is provided on the structure for supporting the structure to be seismically isolated. The insertion part for fixing the fixing pin is formed in a concave shape such as a mortar, so that the fixing pin is inserted into the insertion part to resist the wind, and the insertion part for supporting the fixing pin includes: The resistance to the insertion of the fixing pin into the insertion portion can be adjusted by using a resistor (for example, a piston mechanism provided with the fixing pin is slid in a cylinder to slide without leaking liquid or air, etc. Is a hole provided in the member The opposite sides (ends and ends of the range in which the piston-like member slides) across the piston-like member of the cylinder are connected by a flow path such as a pipe (and a groove attached to the cylinder) or the like. The sliding speed of the member can be adjusted by the sliding of the piston-like member in the cylinder by the viscous resistance of liquid, air, or the like flowing through a flow path such as a hole or a pipe). Wind turbulence suppression device or fixing device, and seismic isolation structure by it. (2) Fixing device as wind sway suppression device (with delay device) 182. The device according to claim 181 wherein said resistor is a resistor.
175. A device for suppressing wind sway or the like, wherein the delay device according to any one of claims 7 to 174 is configured to enhance a seismic isolation effect in the event of an earthquake. Seismic isolation structure. 8.4.1.2. Combined use of fixing device and central dent-shaped wind sway suppression device 183. The claim 181 or 182.
By using the fixing device described in the paragraph and either the fixing device or the seismic isolation device or the sliding bearing according to the claim 204, or using both together, the device is configured to counter the sway of the wind or the like. A seismic isolation structure characterized by the following. 8.4.2. 184-0 A device for suppressing movement between a structure to be seismically isolated and a structure supporting a structure to be seismically isolated, wherein the structure to be seismically isolated and the structure to be seismically isolated A cylinder is installed on one of the structures supporting the body, and a piston-like member (operating portion of a fixing device) that slides without substantially leaking liquid or gas is installed in this cylinder. It is constituted by providing at least two paths for liquid, gas, etc. in the cylinder or the piston-like member. The paths have a difference in opening area. A valve that opens when the member comes out of the cylinder and is closed otherwise is attached.If the opening area is small, a valve is not necessary, but if a valve is provided, the piston-like member is pulled into the cylinder. Sometimes open, otherwise In addition, gravity, or, in some cases, springs, rubber, magnets, etc. placed in the cylinder may serve to push the piston-like member out of the cylinder. The cylinder and the path may be filled with a liquid such as a lubricating oil. By providing a valve with a difference in the opening area between the path and the path, the piston-like member moves in a direction of coming out of the cylinder. A damper characterized in that it is configured to move quickly in the direction of entering the cylinder and to suppress movement such as wind sway, and a seismic isolation structure using the damper. 8.4.2.1. Fixed device type damper 1 184. An apparatus for suppressing movement between a seismically isolated structure and a structure supporting a seismically isolated structure, the structure supporting the seismically isolated structure and the structure to be seismically isolated. A cylinder is installed on one of the two sides, and a connection member with a piston-like member that slides in the cylinder on the other side, or a fixed pin receiving member that cooperates with, or is integrated with, or connected to the piston-like member (hereinafter, referred to as An insertion portion for inserting the fixing pin or a convex member to which the fixing pin contacts is referred to as a fixing pin receiving member), and the piston-like member forming the operating portion of the damper and the piston-like member slide therein. A piston-like member, which is constituted by the cylinder and slides without substantially leaking liquid, gas, etc. in the cylinder, is inserted into the cylinder, and the tip of the piston-like member protrudes outside the cylinder. At least two paths for liquid, gas, etc., connecting the opposite sides of the piston-like member are provided. The paths have a difference in opening area. The valve is closed when it opens from the inside of the cylinder and is closed otherwise.A valve is not required when the opening area is small, but when a valve is provided, the piston-like member is pulled into the cylinder. The valve is opened when it is opened and the valve is closed otherwise. In addition, gravity, and in some cases, springs, rubber, magnets, etc. placed in the cylinder, serve to push this piston-like member out of the cylinder. In some cases, the cylinder and the path may be filled with a liquid such as lubricating oil. By providing a valve with a difference in the opening area between the paths, the piston-like member is provided. In the exit direction , It is a rapid,
In the direction to enter the cylinder, it is configured such that the insertion portion (fixing pin receiving member) to be fixed is resisted, and is gently entered to suppress movement such as wind sway. Characteristic damper and seismic isolation structure. 185. The damper according to claim 184, wherein a valve provided in a path having a larger opening area in the path is a lock valve which operates according to a command from a wind sensor, or a seismic sensor (amplitude) device. A damper and a seismic isolation structure, which are constituted by a lock valve or the like that is activated by a command from the company. 8.4.2.2. Fixed device type damper 2 186. An apparatus for suppressing movement between a seismically isolated structure and a structure supporting a seismically isolated structure, the structure supporting the seismically isolated structure and the seismically isolated structure. One of the above-mentioned cylinders is installed, and the other is provided with a connection member with a piston-like member that slides in this cylinder, or a fixed pin receiving member that cooperates with or is integrated with or connected to the piston-like member. The piston-like member forming the operating portion of the damper and the cylinder in which the piston-like member slides are formed, and the piston-like member that slides without substantially leaking liquid, gas, etc. in the cylinder is provided in the cylinder. An outlet path through which the liquid / gas or the like extruded by the piston-like member exits from the cylinder, and a return path of another path through which the extruded liquid / gas or the like returns from the exit path into the cylinder are provided. La The exit path and the return path have a difference in opening area.The exit path is small, the return path is large, and the return path opens when the piston-like member exits the cylinder, and closes otherwise. The outlet path is not required if the opening area is smaller than a certain value.However, if a valve is provided, the outlet path opens when the piston-like member is drawn into the cylinder. Is a damper characterized by being provided with a closed valve, and a seismic isolation structure thereby. 187. The damper according to claim 186, wherein the valve provided in the outlet path is controlled by a command from a wind sensor.
A damper comprising a lock valve that operates or a lock valve that operates according to a command from an earthquake sensor (amplitude) device, and a seismic isolation structure using the damper. 8.4.3. Flexible member type connection member type damper 8.4.3.1. Basic configuration 188. An operating part of a damper (an operating part such as a piston-like member such as a hydraulic damper) installed in one of the structure supporting the structure to be seismically isolated and the structure to be seismically isolated. ) And the other structure are connected by a flexible member such as a wire, a rope, or a cable via an insertion port provided on the side of the structure on which the damper is installed. Damper, and seismic isolation structure. 189. The damper according to claim 188, comprising: a piston-like member forming an operating portion of the damper; and a cylinder in which the piston-like member slides, substantially leaking liquid, gas, and the like in the cylinder. The piston-like member that slides without being inserted into the cylinder, the liquid / gas, etc., extruded by the piston-like member exits from the cylinder, and the liquid / gas, etc., extruded from the exit path passes through the cylinder. A return path of another path is provided to return to the exit path.The exit path and the return path have a difference in the opening area, the exit path is large, the return path is small, and the exit path has a piston-shaped member. A valve that opens when entering the inside and a valve that is closed otherwise is attached.The return path does not require a valve if the opening area is less than a certain value, but if a valve is provided, a piston-like member Open upon exiting from the barrel, the damper characterized by comprising configured by the otherwise closed valve is attached, also base-isolated structure by it. 189-2. The damper according to claim 188, comprising: a piston-like member forming an operating portion of the damper; and a cylinder in which the piston-like member slides. A piston-like member that slides almost without leaking is inserted into the cylinder, and at least two paths for liquid, gas, etc., connecting the opposite sides of the cylinder with the piston-like member interposed therebetween are provided at least two places. With a difference in the opening area, a valve that opens when the piston-like member is drawn into the cylinder and that is closed in the other direction is attached to the larger opening area of this path, and when the opening area is small, No valve is required, but if a valve is provided, a valve is provided that opens when the piston-like member is pushed out of the cylinder, and is otherwise closed. In some cases, a spring, rubber, magnet, or the like put in the cylinder may serve to push the piston-shaped member out of the cylinder, and the cylinder and the path are filled with a liquid such as lubricating oil. In some cases, the characteristics of this valve and the difference in the opening area between the paths, the piston-shaped member, in the exit direction, is gentle,
A damper and a seismic isolation structure using the damper, wherein the damper and the seismic isolation structure are configured so as to enter quickly into the cylinder to suppress movement such as wind sway. 189 to 189-2. (190)
The damper according to any one of claims, wherein a valve provided in a return path (described in claim 189) or a path having a smaller opening area (described in claim 189-2) is provided with a valve provided from a wind sensor. A damper comprising a lock valve that operates according to a command or a lock valve that operates according to a command from an earthquake sensor (amplitude) device. 8.4.4. Fixing device also used as damper 8.4.4.1. (1) Lock valve system 1 (2) Lock valve system 2 (3) Lock valve system 3 (4) Lock valve system 4 (8.1.1.2.2.5 (lock) valve system) 191. The fixing device according to any one of claims 125 to 139, further comprising a seismic sensor amplitude device-equipped fixing device, wherein the piston-like member is inserted into a liquid storage tank from an insertion cylinder (or an accessory chamber) or to the outside. In addition to the valve attached to the outlet / outlet path, a return port is provided for returning from the liquid storage tank or the outside to the insertion tube of the piston-like member (attached chamber or), and a valve (valve for preventing backflow) is attached to the return port. A fixing device which also serves as a damper, characterized in that the opening area of the path is reduced and the opening area of the return port is increased, and a seismic isolation structure using the same. 8.4.4.2. Insertion section shape 192. The seismic isolator / sliding bearing according to claim 191, wherein the radius of curvature is reduced or the gradient is increased only at the center of the insertion portion of the fixing pin, and the radius of curvature is increased at the periphery. ,
A fixing device, which is constituted by reducing a slope, and a seismic isolation structure using the fixing device. 8.4.5. Changeable damper corresponding to fixed pin receiving member shape and displacement 8.4.5.1. Fixed pin receiving member change type 8.4.5.1.1. Displacement suppression 1 (1) Concave type (outgoing path suppression type) 192-1. 184 to 187
198. In either the fixing device-type damper according to any one of the above items or the fixing device also serving as a damper according to the item 191, either the seismically isolated structure or the structure supporting the seismically isolated structure. A fixing pin is provided on one side, and a fixing pin receiving member (hereinafter, an insertion portion for inserting the fixing pin or a convex member to which the fixing pin contacts is referred to as a fixing pin receiving member) is provided on the other side. A damper characterized in that the member is formed of a concave member, and a seismic isolation structure using the damper. (2) Convex type (return path suppression type). 192-2.
198. In either the fixing device-type damper according to any one of the above items or the fixing device also serving as a damper according to the item 191, either the seismically isolated structure or the structure supporting the seismically isolated structure. A damper characterized in that the fixing pin is provided on one side and the fixing pin receiving member is provided on the other side, and the fixing pin receiving member is formed of a convex-shaped member. Seismic isolation structure. (3) Asperity (repetition) type. 192-2-2.
The fixing device-type damper according to any one of claims 87 and 191 or the fixing device also serving as a damper according to claim 191, wherein the seismically isolated structure and the structure supporting the seismically isolated structure are provided. A damper, wherein the fixing pin is provided on one of the two sides, and the fixing pin receiving member is provided on the other side, and the fixing pin receiving member is formed of a member having an uneven shape;
Also seismic isolation structure by it. (4) Combined use of concave and convex (reciprocating path suppressing type) A structure in which the damper according to claim 192-1 and the damper according to claim 192-2 are used together. A damper and a seismic isolation structure using the same. The damper according to claim 192-2-2, wherein the damper has a fixing pin receiving member having a convex shape to which the fixing pin normally contacts, and the damper according to claim 192-2. A damper comprising a damper having a fixing pin receiving member having a concave shape in which a fixing pin normally contacts with the fixing pin, and a seismic isolation structure using the damper. 8.4.5.1.2. 192-3. Displacement suppression 2) 192.about.187.
198. In either the fixing device-type damper according to any one of the above items or the fixing device also serving as a damper according to the item 191, either the seismically isolated structure or the structure supporting the seismically isolated structure. The fixing pin is installed on one side, and the fixing pin receiving member is installed on the other side. The fixing pin receiving member is formed of a concave-shaped member, a convex-shaped member, or a concave-convex composite member. A damper and a seismic isolation structure using the damper, wherein the concave or convex member is constituted by changing the inclination in accordance with the displacement. 192-4. The damper according to claim 192-3, wherein the manner of changing the inclination of the fixed pin receiving member in accordance with the displacement of the concave or convex shape from the center to the peripheral portion. A damper, and a seismic isolation structure using the damper, wherein the gradient is strengthened by a two-stage, multi-stage, stepless gradient change or the like. 192-5. The damper according to claim 192-3, wherein the shape of the peripheral portion of the fixing pin receiving member is increased up to an upright angle or gradually increased to an upright angle. A damper (hereinafter referred to as a damper with a stopper in case of excessive displacement) and a seismic isolation structure using the damper. 8.4.5.2. 192-5-2. A hydraulic damper comprising a displacement-suppressing cylinder and a piston-like member that slides in the displacement-suppressing cylinder. And a point connecting the piston-like member to the point (pipe port) is provided, and the liquid in the cylinder in that section flows back and forth, and both port ports sandwiching the piston-like member are not blocked. A damper, characterized in that a sliding range of a piston-like member through which liquids flow back and forth is a range in which damper capacity is reduced, and a seismic isolation structure thereby. 8.4.5.3. Piston hole / groove change type 8.4.5.4. In a hydraulic damper comprising a displacement suppressing cylinder and a piston-like member sliding in the cylinder, a groove is dug in the cylinder so that liquids in the cylinders on both sides of the piston-like member are mutually reciprocated. The damping is performed by giving a resistance according to the size of the groove and damping, and by changing the size of the groove according to the displacement position, the damper capacity is changed. Damper and seismic isolation structure by it. 8.4.6. 192-7 Damper bearing or fixing device bearing
7 (8.4.2. Fixing device type damper), or the damper or the fixing pin according to any one of claims 191 to 192-6 (8.4.4. Fixing device also serving as damper). A damper characterized in that a mold fixing device is configured to also be used as a sliding bearing, and a seismic isolation structure using the damper. 8.14. Pile breaking prevention method 193. The superstructure (structure to be seismically isolated)
A seismic isolation structure characterized by being structurally cut off from the foundation such as a pile and connecting the two with pins that break or break due to a certain level of seismic force or more. 8.11. Dealing with residual displacement after earthquake 8.11.1. Correction of residual displacement of sliding seismic isolation device 194. A groove for lubricating the liquid lubricant on a sliding friction surface of the seismic isolation plate, and a hole outside the seismic isolation plate for injecting lubricant into the groove. A seismic isolation device, a sliding bearing, and a seismic isolation structure formed by pouring a lubricant to facilitate correction of residual displacement after an earthquake. 8.11.2. 8.6. Shape of seismic isolation plate for gravity-restoring seismic isolation device and sliding bearing 8.6. Shape of fixed pin insertion part and shape of fixed pin 195. One of the fixed pin insertion portion and the fixed pin is provided on a structure to be seismically isolated, and the other is provided on a structure for supporting the structure to be seismically isolated. In a fixing device for fixing a structure supporting the structure to be seismically isolated by inserting a fixing pin into the insertion portion to prevent wind sway, etc. A fixing device characterized by having a concave shape around a stop point, or having an uneven shape in a wider range than the stop point, and a seismic isolation structure using the fixing device. 196. One of the insertion portion of the fixing pin and the fixing pin is provided on a structure to be seismically isolated, and the other is provided on a structure for supporting the structure to be seismically isolated. A fixing device for fixing a structure supporting a structure to be seismically isolated by inserting a fixing pin into an insertion portion to prevent wind sway, etc., wherein the insertion portion of the fixing pin has a convex shape, A fixing device characterized by having a concave end, and a seismic isolation structure using the fixing device. 197. Insertion portions and fixing pins of upper and lower fixing pins are provided on a structure to be seismically isolated and on a structure for supporting a structure to be seismically isolated, respectively. A fixing device for fixing a structure supporting the structure to be inserted by inserting a fixing pin into an insertion portion to prevent wind sway, etc., comprising: an upper fixing pin and a lower fixing pin. The lower fixing pin goes up, the upper fixing pin goes down, and the lock is engaged.However, in the event of an earthquake, the lower fixing pin goes down and the upper fixing pin goes up to release the lock. The lower fixing pin is lowered, the upper fixing pin is raised and the fixing is released, and only when wind is present, the lower fixing pin is raised and the upper fixing pin is lowered, and it is configured to engage and lock. A fixing device characterized by Seismic isolation structure by it. 198. The fixing device according to the preceding claim, wherein a roller-type intermediate sliding portion or a rolling-type intermediate sliding portion or a roller ball is provided between the upper fixing pin and the lower fixing pin. The upper and lower fixing pins are locked by sandwiching the intermediate sliding portion, or the upper and lower fixing pins are inserted into the insertion portion of the intermediate sliding portion and locked, or It is characterized in that upper and lower fixing pins are inserted into intermediate sliding portions (holes opened in the cage) such as rollers and balls with a cage to lock, etc. The fixing device to be used, and the seismic isolation structure thereby. 199. A fixing device having an intermediate sliding portion between an upper fixing pin and a lower fixing pin according to the preceding claim, wherein a retainer having a roller ball between the fixing pin and the intermediate sliding portion is provided. A fixing device, and a seismic isolation structure using the fixing device, wherein a fixing pin is inserted into an insertion portion of the retainer to be locked. 200. The seismic isolation plate and a sliding portion or an intermediate sliding portion for sliding the seismic isolating plate have a fixing pin insertion portion, and one of the seismic isolation plate and the sliding portion or the intermediate sliding portion is provided. The other of the seismically isolated structures is provided on the structure that supports the seismically isolated structure, and the seismically isolated structure and the structure that supports the seismically isolated structure are fixed to the insertion section. In a fixing device that fixes by inserting a pin to prevent wind sway, etc., the fixing pin is normally inserted into each insertion part and locked, but in the event of an earthquake, the fixing pin is removed from this insertion part. Pulling out and unlocking, or unlocked in normal times, it is configured so that this fixing pin is inserted into each insertion part and locked only in wind only Characterized by a fixing device, and thereby free Seismic structure. 201. One of a fixed pin insertion portion and a fixed pin is provided on a structure to be seismically isolated, and the other is provided on a structure for supporting a structure to be seismically isolated, and In a fixing device for fixing a structure supporting a structure to be seismically isolated by inserting a fixing pin into an insertion portion to prevent wind sway, etc., the insertion portion of the fixing pin is recessed, and When the fixing pin is locked by inserting, and when the recessed insertion portion returns to the original position and the fixing pin is pushed out from the insertion portion,
A fixing device, which is configured to be unlocked, and a seismic isolation structure thereby. 202. A fixing device for fixing a structure to be seismically isolated and a structure supporting the structure to be seismically isolated to prevent wind sway and the like, wherein the device is slid by being sandwiched between upper and lower seismic isolation plates. It consists of an intermediate sliding part (a sliding intermediate sliding part or a rolling intermediate sliding part, or an intermediate sliding part such as a roller ball with a retainer). A seismic isolation plate is attached to the structure that supports the structure, and one or both of the upper and lower seismic isolation plates form an insertion part, and the insertion part itself is recessed and becomes an intermediate part. The sliding part is inserted and locked at the same time, the structure to be seismically isolated and the structure supporting the structure to be seismically isolated are fixed, and the recessed insertion part returns to the original position, and the intermediate sliding part The lock is released by pushing the Fixing device and base-isolated structure according thereto, characterized in that the fixing of the structure supporting the structure to be the body and the seismic isolation is configured to be released. (203) Claims (95) to (100), (103) to (109), (111) to (124), (140) to (146),
215. The fixing device according to any one of claims 148 to 156, wherein the shape of the fixing pin insertion portion and the shape of the fixing pin are any one of the displacements of claims 195 to 202. A fixing device characterized by having a shape, and a seismic isolation structure thereby. 8.7. Depression-type wind sway suppression device in the center of seismic isolation plate (biting bearing) 8.7.1. Central dent-shaped wind sway control device for seismic isolation plates 204. A seismic isolation device / sliding bearing comprising a seismic isolation plate having a sliding surface portion having a flat or concave sliding surface portion and a sliding portion for sliding or rolling the same, or a downward facing flat or concave shape. An intermediate sliding portion or a roller ball between an upper seismic isolation plate and a lower seismic isolating plate comprising an upper seismic isolation plate having an upper sliding surface portion and a lower seismic isolation plate having an upward flat or concave sliding surface portion. In a seismic isolation device or a sliding bearing with a roller or ball interposed between the upper seismic isolation plate and the lower seismic isolation plate, both the upper and lower surfaces have a sliding surface. One or more intermediate seismic isolation plates are also sandwiched, and intermediate sliding parts or roller balls with roller balls (bearings) between overlapping seismic isolation plates. In the seismic isolation device / slide bearing with the above-mentioned “intermediate sliding part, etc.” interposed, the center part of the sliding surface of the seismic isolation plate (one or both sides of the seismic isolating plate in contact with the intermediate sliding part, etc.) (A central portion of the surface portion) is characterized by having a seismic isolation plate formed in a concave (recessed) shape in which the sliding portion, the intermediate sliding portion, the ball, or the roller enters. Seismic isolation device, sliding bearing, and seismic isolation structure. 205. The seismic isolation device / sliding bearing according to claim 204, wherein a central portion of the sliding surface portion of the seismic isolation plate slides on the sliding surface portion of the seismic isolation plate, an intermediate sliding portion, a ball, or The roller is formed by being formed in a concave (recessed) shape with a curvature shape of the sliding portion, the intermediate sliding portion, the ball, or the roller so as to be able to resist the swing of the wind or the like. Characteristic seismic isolation device, sliding bearing, and seismic isolation structure. 206. The seismic isolation device / sliding bearing according to claim 204, wherein a central portion of the sliding surface portion of the seismic isolation plate slides on the sliding surface portion of the seismic isolation plate, an intermediate sliding portion, a ball, or The use of a seismic isolation device / slide bearing formed in a concave shape (concave shape) with the curvature of the sliding portion, the intermediate sliding portion, the ball, or the roller so that the roller can resist the sway of the wind or the like. A seismic isolation structure characterized in that the seismic isolation structure is configured to resist shaking such as wind. 8.7.2. Rolling sliding bearing with added pressure resistance 207. The seismic isolation device / sliding bearing according to claim 204, wherein a central portion of the sliding surface portion of the seismic isolation plate slides on the sliding surface portion of the seismic isolation plate, an intermediate sliding portion, a ball, or The roller is formed by being formed in a concave (recessed) shape with a curvature shape of the sliding portion, the intermediate sliding portion, the ball, or the roller so that pressure resistance performance is obtained. Seismic isolation device, sliding bearing, and seismic isolation structure. 208. The seismic isolation device / sliding bearing according to claim 204, wherein a central portion of the sliding surface portion of the seismic isolation plate slides on the sliding surface portion of the seismic isolation plate, an intermediate sliding portion, a ball, or The roller is formed in a concave shape (concave shape) with the curvature of the sliding portion, the intermediate sliding portion, the ball, or the roller so that the roller can withstand pressure and can resist swinging such as wind. A seismic isolation device, a sliding bearing, and a seismic isolation structure formed thereby. 209. The seismic isolation device / sliding bearing according to claim 204, wherein a central portion of the sliding surface portion of the seismic isolation plate slides on the sliding surface portion of the seismic isolation plate, an intermediate sliding portion, a ball, or For the roller, the use of a seismic isolation device / sliding bearing formed in a concave (recessed) shape in the curvature shape of the sliding portion, the intermediate sliding portion, the ball, or the roller so that pressure resistance performance is obtained, A seismic isolation structure characterized in that it is configured to resist the sway of the wind or the like. 8.7.3. Combination with fixing device Item 210, Item 205,
The seismic isolation device / sliding bearing according to any one of claims 207 and 208, and a fixing device are used in combination, so that the device is configured to counter shaking such as wind. Seismic isolation structure. 8.8. 8.8.1. A seismic isolation plate used in combination with a mortar on the bottom spherical surface and other peripheral parts. Seismic isolation plate used with a mortar on the bottom spherical surface and other peripheral parts 211. A seismic isolation device having a mortar-shaped seismic isolation plate.
In a sliding bearing, a seismic isolation device, a sliding bearing, and a seismic isolation structure formed by making the bottom of a mortar spherical. 212. The seismic isolation device / sliding support according to the preceding claim, wherein the spherical radius of the bottom of the mortar is configured near a radius resonating with the earthquake cycle. And the seismic isolation structure thereby. 8.8.2. Combination of microvibration fixing device with center of gravity 213. A seismic isolation structure using a mortar-shaped seismic isolation sliding rolling bearing according to claim 211, wherein the bottom of the mortar is a spherical surface is provided. A seismic isolation structure characterized by being installed near and used together. 8.9. Double (or more than two) seismic isolation plate seismic isolation device, wind sway fixed by sliding bearing (1) Double seismic isolation plate seismic isolation device with concave seismic isolation plate, sliding bearing 214. A double (or more than double) seismic isolation plate seismic isolation device, comprising a sliding bearing and an intermediate sliding portion (rolling intermediate sliding portion or sliding intermediate sliding portion), Double (or more than double), with one or more of the seismic isolation plates / sliding bearings of the seismic isolation plate (greater than or equal to) being configured to have a seismic isolation plate (recessed seismic isolation plate), both of which have a concave sliding surface. )) When the intermediate sliding part is located at the bottom of the concave seismic isolation plate (at all times except during an earthquake) in the seismic isolation plate seismic isolation device / sliding bearing, the concave shape of both upper and lower double seismic isolation plates It is configured so that the periphery other than the sliding surface portion comes into contact (when both do not contact due to the intermediate sliding portion, make contact with the periphery by raising an edge or the like) to generate friction. Characteristic seismic isolation device, sliding bearing, and seismic isolation structure. 215. The seismic isolation device / slide bearing according to the preceding claim, wherein the seismic isolation device is constituted by using the seismic isolation device / sliding bearing according to claim 204. Seismic device, sliding bearing, and seismic isolation structure. (2) Double seismic isolation plate with seismic isolation plates with flat sliding surfaces 216. A double (or more than two) seismic isolation plate / isolation device having a seismic isolation plate with flat sliding surface portions, wherein the double (or more than two) seismic isolation plate is provided. A seismic isolation device, a sliding bearing, and a seismic isolation structure characterized by being configured so that one side is recessed and the other protrudes and the two enter each other. 8.10. Use of manual fixing device (1) Use of manual fixing device 217. In a strong wind, a structure to be seismically isolated and a structure for supporting the structure to be seismically isolated are constituted by using a manual fixing device for manually fixing the structure. Seismic isolation structure. (2) Combination of automatic release and manual type fixing device 218. In a strong wind, a structure to be seismically isolated and a structure supporting the structure to be seismically isolated are manually fixed, but a manual fixing device which is automatically released in the event of an earthquake is used. A seismic isolation structure characterized by comprising: 219. A fixing device equipped with an earthquake sensor (amplitude) device according to claim 97 or 98, wherein an operating portion of the fixing device is manually fixed in a strong wind, and the earthquake sensor (amplitude) device is used in an earthquake. And an automatic release fixing manual type fixing device, characterized in that the fixing is released. 220. A fixing device equipped with an earthquake sensor (amplitude) device according to claim 97 or 98, wherein the operating portion of the fixing device is manually fixed by a lock member in a strong wind, and the earthquake sensor ( An automatic release fixing manual type fixing device characterized in that the fixing by the lock member is released by an amplitude) device, and the seismic isolation structure thereby. 221. A fixing device equipped with an earthquake sensor (amplitude) device according to claim 97 or 98, wherein an operating portion of the fixing device is manually fixed by a lock member in a strong wind, and the amplitude of the earthquake sensor is set in an earthquake. With the vibrating weight of the device,
An automatic release fixing manual type fixing device, wherein the fixing by the lock member is released.
Also seismic isolation structure by it. 8.12. Combination of fixing device, etc. to prevent wind sway (1) Combined use of fixing device at center of gravity and sliding bearing or (and) bite bearing at peripheral part 222. At least one fixing device at or near the center of gravity of the structure to be seismically isolated and a friction generating device such as a sliding bearing or / and at the periphery of the structure to be seismically isolated. Item 204. A seismic isolation structure comprising a seismic isolation device and a sliding bearing according to Item 204. (2) Combined use of a seismically operated fixing device at the center of gravity and a wind operated fixing device at the periphery 223. The seismic isolation structure and the structure supporting the seismic isolation structure are fixed to or near the center of gravity of the seismically isolated structure only at a certain or more seismic acceleration. A structure that supports the seismically isolated structure and the seismically isolated structure only at a certain level of wind pressure or more around the seismically actuated fixing device to be released and at least one part around the seismically isolated structure. A seismic isolation structure characterized by comprising at least one wind-actuated fixing device for fixing a body. (3) Combined use of an earthquake-actuated fixing device at the center of gravity and a wind-actuated fixing device and a sliding bearing or (and) bite bearing at the periphery 224 The fixing of the seismically isolated structure and the structure supporting the seismically isolated structure only at or near the center of gravity of the seismically isolated structure only at a certain acceleration or more. A structure that supports the seismically isolated structure and the seismically isolated structure only at a certain level of wind pressure or more around the seismically actuated fixing device to be released and at least one part around the seismically isolated structure. 21. A friction generating device such as a sliding bearing or the like and / or at least one wind-actuated fixing device for fixing the body.
A seismic isolation structure comprising a seismic isolation device and a sliding bearing according to claim 4 arranged. (4) Combined use of a fixing device at the center of gravity and a manual fixing device at the periphery 225. At least one fixing device at or near the center of gravity of the structure to be seismically isolated, and a structure to be manually isolated from the structure to be seismically isolated in a strong wind when the structure is seismically isolated. 218. A hand-held fixing device according to claim 217 or 218 for fixing a structure supporting a structure to be shaken, wherein at least one of said manual fixing devices is arranged. Seismic structure. (5) Combination of automatic release fixed manual type fixing device and automatic release automatic restoration type fixed device 226. The seismic isolation structure according to claim 225,
In the case of the manual fixing device according to claim 218, the fixing device installed around the seismically isolated structure is compared with the fixing device installed at or near the center of gravity of the isolated structure. A seismic isolation structure characterized by comprising a manual fixing device that is easily released in the event of an earthquake. 8.13. 8.1.1 Seismic isolation lock in wind (seismic isolation lock for steady strong wind area) 8.13.1. Seismic isolation lock 1 at the time of wind (seismic isolation lock for steady strong wind area). 226-2.
In the fixing device equipped with the seismic sensor amplitude device according to any one of the above items, the weight serving as the seismic sensor is located in (an attached room of) the exit / exit route, and in a strong wind, due to the pressure from the piston-like member, A fixing device equipped with a seismic sensor amplitude device (hereinafter referred to as "weight suction"), which is located at a position where the outlet / exit route is sucked at a narrow place and is configured to close the exit / exit route. Type valve type seismic sensor amplitude device equipped type fixed device) and seismic isolation structure by it. 8.13.2. Seismic isolation lock 2 for wind (seismic isolation lock for steady strong wind area) 226-3. A fixed device equipped with a weight suction type valve type earthquake sensor amplitude device and a bite support (ball) according to claim 226-2. , A roller type, see 8.7.). 8.13.3. Seismic isolation lock 3 at the time of wind (seismic isolation lock for steady strong wind area)
138. The fixing device according to any one of claims 137 to 137, further comprising: a lock valve (including a lock valve pipe, a slide lock valve, and the like).
In addition, the valve is tilted in the direction in which it comes out (opening direction) so that the valve comes out (opens) when it receives pressure from the piston-like member. A fixing device equipped with a seismic sensor amplitude device, characterized in that it works in the pushing direction, and a seismic isolation structure thereby. 9. Support for buffer / displacement suppression and pressure resistance improvement 9.1. Bearing with cushioning material 227. A seismic isolation device characterized by attaching an elastic material or a cushioning material such as rubber or sponge to a periphery or an edge of a sliding surface such as a seismic isolation plate of a seismic isolation device or a sliding bearing. Equipment, sliding bearings, and seismic isolation structures. 9.2. Elastic / plastic bearing 228. A seismic isolation device or sliding bearing comprising a seismic isolation plate and a sliding portion, an intermediate sliding portion, and a ball or a roller for sliding the surface of the seismic isolation plate. A seismic isolation device, a sliding bearing, and a seismic isolation structure formed by laying or attaching a plastic material (including an elastic-plastic material, the same applies hereinafter). (1) Improved pressure resistance 229. A seismic isolation device or sliding bearing comprising a seismic isolation plate and a sliding portion, an intermediate sliding portion, and a ball or a roller for sliding the surface of the seismic isolation plate, wherein an elastic material or A seismic isolation device, a sliding bearing, and a seismic isolation structure formed by laying or attaching a plastic material so as to cope with pressure resistance. (2) Displacement suppression a) Basic type 230. A seismic isolation device or sliding bearing comprising a seismic isolation plate and a sliding portion, an intermediate sliding portion, and a ball or a roller for sliding the surface of the seismic isolation plate. A seismic isolation device, a sliding bearing, and a seismic isolation structure formed by laying or attaching a plastic material so as to respond to displacement. b) Elastic / plastic laying support laid over a certain displacement 231. The apparatus according to claim 230, wherein the elastic material or the plastic material to be laid or adhered on the surface of the seismic isolation plate is laid over a certain range from the center of the sliding surface of the seismic isolation plate. Characteristic seismic isolation device, sliding bearing, and seismic isolation structure. c) Mortar-shaped elastic / plastic material spread 232. The method according to claim 230 or 231.
4. The seismic isolation method as described in paragraph (1), wherein the elastic or plastic material laid or adhered to the seismic isolation plate has a concave shape such as a mortar, a spherical surface, a cylindrical valley surface, or a V-shaped valley surface. Equipment, sliding bearings, and seismic isolation structures. 9.3. Displacement suppression device 233. A structure for supporting the structure in which one of the sliding members is seismically isolated and the other of which is seismically isolated by suppressing the displacement amplitude of the earthquake by friction between the sliding members. A seismic isolation displacement suppressing device characterized by being provided on a vehicle, and a seismic isolation structure thereby. 9.4. Impact shock absorber (1) Low restitution coefficient type 234. A structure in which a shock-absorbing material (having a low restitution coefficient) or an elastic material is provided at a position where the structure to be seismically isolated and the structure supporting the structure to be seismically collided are provided. A collision impact absorbing device and a seismic isolation structure using the same. (2) Buckling deformation type 235. An elastic material having a slender ratio or more at which an elastic material buckles at the time of a collision is provided at a position where the structure to be seismically isolated and the structure supporting the structure to be seismic collided are provided. A collision impact absorbing device, which is configured to absorb a collision impact by buckling of a material, and a seismic isolation structure thereby. (3) Plastic deformation type 236. A structure in which a shock-absorbing material or a plastic material which is plastically deformed at the time of a collision is provided at a position where the structure to be seismically isolated and the structure supporting the structure to be seismically collided are provided. A shock absorbing device and a seismic isolation structure thereby. (4) Rigid member sandwich type 237. A rigid member having an area larger than the collision area is first provided at a position where the seismically isolated structure and the structure supporting the seismically isolated structure collide with each other.
Impact shock absorption characterized by absorbing impact force and diffusing the impact force, providing a cushioning material, elastic material, or plastic material with at least the diffused area to absorb the impact force. Equipment, and thereby seismic isolation structures. 238. A rigid member having an area larger than the collision area is provided at a position where the seismically isolated structure and the structure supporting the seismic isolated structure collide with each other.
A shock-absorbing device that is configured to absorb impact force by providing shock-absorbing material, elastic material, or plastic material having a minimum area where the impact force is diffused by receiving the impact force. Assuming that one collision impact absorbing device is installed for the mass M of the structure to be
At this time, the kinetic energy at the time of contact and the elastic energy of the collision impact absorbing device are assumed to be equal, the (equivalent) spring constant of the cushioning material, elastic material, or plastic material of the collision impact absorbing device is K, and the deflection length is δ. Approximately, 1/2 ・ MV−2 = １ ／ ・ K ・ δ ＾ 2 K = MV ・ 2 / (δ ＾ 2) (1) The acceleration A 'received by the seismically isolated structure when installed at n locations is approximately: A' = V ＾ 2 / δ / n. The collision is characterized by determining the number n of the absorbers and the deflection length .delta., And further determining the spring constant K of the cushioning material, elastic material or plastic material of the collision impact absorbing device according to equation (1). Shock absorber and seismic isolation structure by it. 9.5. Two-stage seismic isolation (slipping / rolling seismic isolation + seismic isolation / damping / damping by rubber etc.) 239. A seismic isolation device which performs a sliding seismic isolation or a rolling seismic isolation up to a certain displacement, and when the displacement is exceeded, seismic isolation / damping by elasticity / damping / buffer material such as rubber. Also seismic isolation structure by it. 240. A seismic isolation device / slide comprising a seismic isolation plate having a slip surface portion designed by structural analysis using the following equation of motion (for symbol explanation, see 5.1.3.1 of the embodiment). Bearings and seismic isolation structures. Regarding the equation of motion in the case of “slip / roll type seismic isolation + seismic isolation / damping by rubber etc.”, considering one mass point, d (dx / dt) / dt + (cos θ) ＾ 2 up to a constant displacement (XG)・ G @ ta
nθ · sign (x) + μ · sign (dx / dt)｝
= −d (dz / dt) / dt When the displacement (XG) is exceeded (K and C are the spring constant and viscous damping coefficient of rubber or the like) d (dx / dt) / dt + K / m · (x−XG · sig
n (x)) + C / m · dx / dt + (cos θ) ＾ 2 ·
g ｛tan θ · sign (x) + μ · sign (dx /
dt)｝ = − d (dz / dt) / dt 9.6. Two-stage seismic isolation (slip / roll type seismic isolation + friction change / gradient change type seismic isolation / damping) 241. A sliding seismic isolation or rolling seismic isolation is performed up to a certain displacement, and if the displacement is exceeded, the friction of the sliding surface of the seismic isolation plate is increased, the gradient is increased, or the friction is increased. A seismic isolation device characterized by being subjected to seismic isolation and attenuation by increasing the slope or seismic isolation structure. 242. A seismic isolation plate having a sliding surface portion characterized by being designed by structural analysis using the following equation of motion (refer to 5.1.3.1 of the embodiment for symbol explanation). Seismic isolation device, sliding bearing, and seismic isolation structure. 1) "Slip / roll type seismic isolation + friction change type seismic isolation / damping"
In the case of the equation of motion in the case of one mass point, d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta up to a constant displacement (XG)
nθ · sign (x) + μ · sign (dx / dt)｝
= −d (dz / dt) / dt When the displacement (XG) is exceeded (μ ′ is a coefficient of friction in a region exceeding the displacement (XG)) d (dx / dt) / dt + (cos θ) ＾ 2 · g @ ta
nθ · sign (x) + μ ′ · sign (dx / d
t)｝ =-d (dz / dt) / dt 2) “Slip / rolling type seismic isolation + gradient change type seismic isolation / damping”
In the case of the equation of motion in the case of one mass point, d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta up to a constant displacement (XG)
nθ · sign (x) + μ · sign (dx / dt)｝
= −d (dz / dt) / dt When the displacement (XG) is exceeded (θ ′ is a friction coefficient in a region exceeding the displacement (XG)) d (dx / dt) / dt + (cos θ) ＾ 2 · g @ ta
nθ ′ · sign (x) + μ · sign (dx / d
t)｝ = − d (dz / dt) / dt 3) Regarding the equation of motion in the case of “slip / roll type seismic isolation + friction change and gradient change type seismic isolation / damping”, considering the case of one mass point, Up to displacement (XG) d (dx / dt) / dt + (cos θ) ＾ 2 · g ｛ta
nθ · sign (x) + μ · sign (dx / dt)｝
= −d (dz / dt) / dt When the displacement (XG) is exceeded, d (dx / dt) / dt +
(Cos θ) ＾ 2 · g ｛tan θ '· sign (x) +
μ ′ · sign (dx / dt)｝ = − d (dz / dt)
/ Dt 10. Rotation and twist prevention device 10.1. Rotation and twist prevention device 243. A structure provided between a structure to be seismically isolated and a structure supporting the structure to be seismically isolated, wherein the structure to be seismically isolated is changed to a structure to support the structure to be seismically isolated. An anti-rotation / twisting device, which enables only horizontal translational movement, and a seismic isolation structure using the device. 244. The rotation / twist prevention device comprises an upper slide member, a lower slide member, and an intermediate slide member, and is provided between the seismically isolated structure and the structure supporting the seismically isolated structure. The upper slide member is provided on a structure to be seismically isolated, and the lower slide member is provided on a structure for supporting the structure to be seismically isolated, and an intermediate slide member is inserted therebetween, and the upper slide member is an intermediate slide member. The lower slide member is allowed to move only in parallel to the intermediate slide member, so that when there are a plurality of intermediate slide members, the intermediate slide members By allowing only parallel movement with each other, when the intermediate slide member is one layer, the slide members are directly connected to each other so that the direction of parallel movement changes for each layer. When the intermediate slide member is multi-layered so as to be in the intersecting direction, the seismically isolated structure is laminated by stacking so that the total of the intersecting angles becomes 180 degrees. A device for preventing rotation and torsion, and a seismic isolation structure using the device, wherein only a translational movement in a horizontal direction is enabled with respect to a structure that supports the structure. 10.1.1. 244. The rotation / twist prevention device according to claim 244, wherein the upper slide member and the intermediate slide member, the intermediate slide member and the lower slide member, and the intermediate portion. In the case where there are a plurality of slide members, the slide member is configured by providing a guide portion in the sliding direction on one of the intermediate slide members and a portion along the guide portion on the other. Anti-rotation and twisting device and seismic isolation structure. 10.1.1.1. A rotation / twist prevention device 1 (outer guide type). A rotation / twist prevention device according to claim 244, wherein the upper slide member and the intermediate slide member, and the intermediate slide member and the lower portion. With the slide member, and when there are a plurality of layers of the intermediate part slide member, the guide part in the sliding direction on one of the parallel opposite sides of the intermediate part slide member and the other parallel opposite side. A device for preventing rotation and torsion characterized by being provided with a portion along the guide portion, and a seismic isolation structure using the device. 10.1.2.1.2. Rotation / twist prevention device 2 (inner guide type) (1) General 244-3 to 244
The rotation / torsion prevention device according to any one of -2, wherein the upper slide member and the intermediate slide member, or the intermediate slide member and the lower slide member (when the intermediate slide member has a plurality of layers, the intermediate slide member is provided. A rotation / twist prevention device characterized by being provided with a groove in the direction of sliding in either direction between the two members (slide members) and a convex portion entering the groove in the other. Seismic structure. (2) Intermediate sliding portion holding and sliding support type. 244-3-2. The rotation / twist prevention device according to claim 244-3, wherein the upper sliding member and the intermediate sliding member, and the intermediate sliding member and the lower portion. Between the slide member (when there are a plurality of intermediate slide members, the intermediate slide members)
A rotation / twist preventing device characterized by including a rolling element such as a sliding material or a roller ball as an intermediate sliding portion, a sliding bearing having an intermediate sliding portion, and a seismic isolation structure thereby. (3) Restoration type sliding bearing type The rotation / twist prevention device according to claim 244-3, wherein the upper slide member and the intermediate slide member, the intermediate slide member and the lower slide member. (If there are multiple layers of intermediate slide members, between the intermediate slide members)
As an intermediate sliding portion, a rolling element such as a sliding material or a roller ball is inserted. Further, an upper sliding member and an intermediate sliding member, and an intermediate sliding member and a lower sliding member (when there are a plurality of intermediate sliding members, One of the sliding / rolling surfaces (of the intermediate sliding portions), and both of the sliding / rolling surfaces are formed into a concave shape such as a V-shaped valley surface or a cylindrical valley surface. Anti-rotation and twisting device, restoring type sliding bearing and seismic isolation structure. (4) Also used as a pull-out prevention device. In the rotation / twist prevention device according to any one of claims 244-3 to 244-3-3, a projection that enters a groove is provided. A rotation / twist preventing device, a pull-out preventing device, and a sliding support, wherein the portion has a hook portion (or a hook portion) that fits into the groove and does not come off in the vertical direction. And the seismic isolation structure thereby. 10.1.2. Roller type 10.1.2.1. 244-4. Rotation / twist prevention device 3 (groove type)
In the rotation / torsion prevention device according to any one of the items -3-4, the upper slide member, the lower slide member, and the intermediate slide member (when there are a plurality of intermediate slide members, the intermediate slide members are connected to each other. A) a roller is sandwiched between the slide members, and a groove is provided on one of the roller and the roller rolling surface of the slide member, and a convex portion is provided in the other of the roller, and the rotation is characterized by being provided. -Torsion prevention device, sliding bearing, and seismic isolation structure. 10.1.2.2.2. Rotation / torsion prevention device 4 (gear type) 244 to 244
In the rotation / twist prevention device according to any one of the above items 4, the upper slide member, the lower slide member, and the intermediate slide member (when there are a plurality of intermediate slide members, between the intermediate slide members). A rotation / twist prevention device characterized in that a roller is sandwiched between slide members, and a rack is provided on a roller rolling surface of the slide member, and teeth (gears) meshing with the rack are provided around the roller. , Also sliding bearings, and thereby seismic isolation structures. 10.2. Rotation suppression 10.2.1. Rotation suppression 245. A fixing device and a rotation / twist prevention device according to any one of claims 243 to 244-5, wherein the structure to be seismically isolated and the structure to be seismically isolated are provided. A seismic isolation structure characterized by being provided between a supporting structure and a supporting structure. 10.2.2. Formula for calculating rotation suppression capacity 246 to 244-3.
4. The rotation / torsion prevention device according to any one of the items-4, wherein the rotation / torsion prevention device includes an upper slide member, a lower slide member, and an intermediate slide member, and is isolated from the upper slide member. The lower slide member is provided on the side of the structure supporting the structure to be seismically isolated, and the intermediate slide member is inserted between the lower slide member and the upper slide member, in the relationship between the intermediate slide member and the lower slide member, in the long side direction. Alternatively, only the parallel movement in the short side direction is allowed, and the lower slide member is allowed only in the long side direction or the short side direction due to the relationship between the intermediate slide member and the upper slide member. 24. The structure to be subjected is allowed to move only in parallel in the long side direction and the short side direction with respect to the structure supporting the structure to be seismically isolated. In the rotation / twist prevention device 1 (outer guide type, see 10.1.1.1.), The width of the one of the slide members inserted inside: t of each slide member (the slide portions engage with each other) Length: l Length of the upper slide member and the middle slide member (the slide portions engage each other) when the allowable rotation angle is reached: l
1 Length of the lower slide member and the intermediate slide member when the rotation angle reaches the allowable rotation angle (the slide portions engage with each other): l
2 Clearance (one side): d (the same applies hereinafter), and the guide part protruding from the intermediate slide member (vertical guide slide member) is regarded as a cantilever having a length h, a width b, and a thickness t, where h is B is the length of the projecting portion of the guide portion, and b is the intermediate portion slide member when the upper guide slide member or the lower guide slide member (intermediate portion slide member) rotates with respect to the intermediate portion slide member (guide portion of the vertical guide slide member). The rotation / twist prevention device 2 (inner guide) according to any one of claims 244-3 to 244-3-4. Type,
10.1.2.1.2. ), The width of the inner guide portion: t The width of the groove into which the inner guide portion is inserted: (t + 2d) The length at which the inner guide portion and the groove into which the inner guide portion is inserted: l has reached the allowable rotation angle When the length of the upper slide member and the middle slide member (the slide portions engage each other): l
1 Length of the lower slide member and the intermediate slide member when the rotation angle reaches the allowable rotation angle (the slide portions engage with each other): l
2, the inner guide portion provided on the intermediate slide member (upper / lower guide slide member) is regarded as a cantilever having a length h, a width b, and a thickness t, where h is the length of the protrusion of the guide portion. B, the upper guide slide member or the lower guide slide member (intermediate slide member) is rotated with respect to the intermediate slide member (guide portion of the upper and lower guide slide member), and the respective grooves are formed in the intermediate slide member (upper and lower slide members). The width of the portion that comes into contact with the inner guide portion of the guide slide member). At this time, when the wind pressure F acts on the pressure-receiving surface of the seismically isolated structure, the rotational moment M around the fixing device is reduced. When this occurs, the structure to be seismically isolated by F and M allows the allowable rotation angle φ
However, when the rotation angle φ is reached, the rotation / torsion prevention device acts to suppress further rotation. At this time, the horizontal force F ′, Rotational moment M 'is generated, and assuming that the horizontal force F' and rotational moment M 'are to be borne by the portion regarded as a cantilever, the section of the member is calculated from the examination of bending, shear, and deflection angle, and The size of the cross section t of the portion regarded as the beam is t ≧ √ ｛6 ((M ′ / (l−4 · d · r · l / (l ＾ 2)
+ 2 · dr ·) + F ′ / 2) · h / (b · fb)｝ t ≧ 3/2 · (M ′ / (1−4 · dr · l / (l ＾ 2)
+ 2 · d · r) + F ′ / 2) / (b · fs) t ≧ ｛6 · (M ′ / (1−4 · d · r · l / (l ＾ 2 +
2 · d · r) + F ′ / 2) · h {2 / (E · b · α)}
＾ (1/3) where fb: short-term allowable bending stress of steel, fs: short-term allowable shear stress of steel, E: Young's modulus of steel α: allowable deflection angle of cantilever, r: rotation from fixing device The rotation and torsion prevention device, characterized in that the distance to the torsion prevention device is not less than the maximum value of t given by each formula, and thereby the member cross section of the device is determined. Seismic isolation structure. 246-2. The rotation and torsion prevention device 3 (groove type, see 10.1.2.1.) According to claim 244-4, wherein the rotation and torsion prevention device comprises an upper slide member and a lower portion. An upper slide member is provided on the side of the structure that is seismically isolated, and a lower slide member is provided on the side of the structure that supports the seismically isolated structure. The slide member allows only a parallel movement in the long side direction or the short side direction in the relationship between the middle slide member and the lower slide member, and the lower slide member is in the relationship between the middle slide member and the upper slide member, Since only translation in the long side direction or short side direction is allowed, the seismically isolated structure is only translated in the long side direction and short side direction with respect to the structure supporting the structure to be isolated. Forgive At this time, the dimensions of each part are determined by the width of the guide part on the roller rolling surface (or roller surface): t The width of the groove provided on the roller (or roller rolling surface): (t + 2d) The length of the chord cut by the straight line formed by the tip of the part (or the length of the chord cut by the straight line formed by the roller rolling surface around the circle formed by the guide): l, upper guide slide member, lower guide slide member, middle The guide provided on each of the slide members (rollers) is regarded as a cantilever having a length h, a width l, and a thickness t, where h is the length of the guide protruding. When the pressure F acts on the pressure-receiving surface of the seismically isolated structure to generate a rotational moment M about the fixing device, the seismically isolated structure is allowed by the F and M by the allowable rotation. Angle φ
However, when the rotation angle φ is reached, the rotation / torsion prevention device acts to suppress further rotation. At this time, the horizontal force F ′, Rotational moment M 'is generated, and assuming that the horizontal force F' and rotational moment M 'are to be borne by the portion regarded as a cantilever, the section of the member is calculated from the examination of bending, shear, and deflection angle, and The size of the cross section t of the portion regarded as the beam is t ≧ 、 6 ((M ′ / (2 · l) + F ′ / 4) · h /
(L · fb)｝ t ≧ 3/2 · (M ′ / (2 · l) + F ′
/ 4) / (l · fs) t ≧ [(M ′ / (2 · l) + F ′ / 4) / l + √
｛((M ′ / (2 · l) + F ′ / 4) / l) ＾ 2 + M ′
Fs / (β · l)}] / (2 · fs) t ≧ {6 · (M ′ / (2 · l) + F ′ / 4) · h} 2 /
(E · l · α)｝ ＾ (1/3) where fb: short-term allowable bending stress of steel, fs: short-term allowable shear stress of steel, E: Young's modulus of steel α: allowable deflection angle of cantilever beam , Β: The coefficient that gives the degree of torsional shear stress, which is determined by the ratio of the two sides of the rectangular cross section, is equal to or more than the maximum value of t given by each of the equations, thereby determining the member cross section of the device. A device for preventing rotation and twisting, and a seismic isolation structure using the device. 246-3. A rotation / twist prevention device 4 according to claim 244-5 (gear type, see 10.1.2.2.2).
In the above, the rotation / torsion prevention device comprises an upper slide member, a lower slide member, and an intermediate slide member, and supports a structure on which the lower slide member is seismically isolated on a structure side on which the upper slide member is seismically isolated. Provided on the body side, the intermediate slide member enters between them, the upper slide member allows only parallel movement in the long side direction or the short side direction due to the relationship between the intermediate slide member and the lower slide member, and the lower slide member is Since only the parallel movement in the long side direction or the short side direction is allowed in the relationship between the intermediate slide member and the upper slide member, the seismically isolated structure is a structure that supports the seismically isolated structure. Only the parallel movement in the long side direction and the short side direction with respect to the body is allowed, and at this time, the dimensions of each part are determined by the tooth width of the gear on the roller rolling surface (or roller surface): b roller Or the tooth width of the rack provided on the roller rolling surface): b. At this time, when the wind pressure F acts on the pressure-receiving surface of the seismically isolated structure, the rotational moment M about the fixing device is reduced. When this occurs, a horizontal force F ′ and a rotational moment M ′ are generated in each device by the F and M, and the horizontal force F ′ and the rotational moment M ′ are assumed to be borne by the gear and the rack. The cross section of the member is calculated from the examination of the bending of the teeth and the tooth surface strength, and the tooth width of the gear and the rack is calculated as b ≧ [F ′ / 8 + √ ｛(F ′ / 4) ＾ 2 + 2 · M ′ · F
G｝ / 2] / FG b ≧ [F ′ / 8 + √ ｛(F ′ / 4) ＾ 2 + 2 · M ′ · H
G｝ / 2] / HG where FG = (fF · m · cosα) / (Y · Yε · Ks · K
A · Kv · Kβ) HG = (fH · dω · u) / ｛ZH · ZE · SH · (u
+1)｝ ZE = √ (0.35 · E1 · E2 / (E1 + E2)) ZH = 2 / √ (sin (2 · α)) fF: Permissible tooth root bending stress of material fH: Permissible Hertz stress of material Limit value m: Rack and gear module dω: Mesh pitch circle diameter of rack and gear u: Number of teeth α: Meshing pressure angle Y: Tooth profile coefficient Yε: Meshing rate coefficient Ks: Notch coefficient KA: Usage coefficient KV: Dynamic Load coefficient Kβ: Tooth contact coefficient E1, E2: Longitudinal elastic coefficient of material of rack and gear SH: The maximum value of b given by each equation of safety coefficient A rotation / twist prevention device characterized by being constituted, and a seismic isolation structure thereby. 10.3. Suppression of torsional vibration 10.3.1. Suppression of torsional vibration (1) Combined use of spring-type restoration device and oil damper 247. In a seismic isolation structure, a structure that is seismically isolated from the rotation / torsion prevention device according to any one of claims 243 to 244-5 and a structure that is seismically isolated. A seismic isolation structure characterized by being provided between a supporting structure and a supporting structure. (2) Combined use with fixing device 248. A structure that is seismically isolated and a structure that is seismically isolated from the fixing device and the rotation / twist prevention device according to any one of claims 243 to 244-5. A seismic isolation structure characterized by being provided between a supporting structure and a supporting structure. (3) Combination with a plurality of fixing devices. 248-2.
The rotation / twist prevention device according to any one of claims 3 to 244-5 is provided between the seismically isolated structure and the structure supporting the seismically isolated structure. A seismic isolation structure characterized by comprising: 10.3.2. Formula for calculating torsional vibration suppression capacity 249 to 244-3.
-4. The rotation / twist prevention device according to any one of
The rotation and torsion prevention device consists of an upper slide member and a lower slide.
And a middle slide member.
The lower slide member is seismically isolated on the side of the
Provided on the side of the structure that supports the structure to be
The slide member enters, and the upper slide member is the middle slide member and the lower slide member.
Parallel movement in the long side direction or short side direction in relation to the
Only the lower slide member, the middle slide part
Long side or short side depending on the relationship between the material and the upper slide member
Seismic isolation because only translation in the direction is allowed
The structure is longer than the structure supporting the seismically isolated structure.
The rotation / twist prevention device 1 (outer gear) according to claim 244-2, wherein only parallel movement in the side direction and the short side direction is allowed.
Id type, 10.1.1.1. ), The width of the one of the slide members to be inserted into the inside: t The length of each slide member (the engagement of the slide portions with each other)
Height: l When the allowable rotation angle is reached, the upper slide member and the middle
Length of the guide member (the slide portions engage each other): l
1 When the allowable rotation angle is reached, the lower slide
Length of the guide member (the slide portions engage each other): l
2 Clearance (one side): d (the same applies hereinafter) and project from the intermediate slide member (upper and lower guide slide member)
The projected guide part is regarded as a cantilever of length h, width b and thickness t.
None, where h is the protruding length of the guide portion, b is the middle slide member (the guide
Upper guide slide member or lower guide
The slide member (middle part slide member) rotates and the middle part
With the guide part of the slide member (vertical guide slide member)
The width of a contacting part, and any one of claims 244-3 to 244-3-4.
The rotation / twist prevention device 2 (inner guide type,
10.1.2.1.2. ), Width of the inner guide portion: t width of the groove into which the inner guide portion is inserted: (t + 2d) length where the inner guide portion and the groove into which the inner guide portion is inserted are engaged
Height: l When the allowable rotation angle is reached, the upper slide member and the middle
Length of the guide member (the slide portions engage each other): l
1 When the allowable rotation angle is reached, the lower slide
Length of the guide member (the slide portions engage each other): l
2, the middle slide member (up and down guide slide member)
The inner guide section provided in the section is regarded as a cantilever having a length h, a width b, and a thickness t, where h is a guide.
B is the length of the protruding part, and b is the middle slide member (the guide of the vertical guide slide member).
Upper guide slide member or lower guide
The slide member (intermediate slide member) rotates and
Each groove is in the middle slide member (vertical guide slide
Is the width of the part that comes into contact with the inner guide part of the member).
Assuming that the element M is generated, the seismically isolated structure is allowed by the F and M by the allowable rotation angle φ.
Rotates only when it reaches the rotation angle φ, preventing rotation and twisting.
The stop device acts to suppress further rotation. At this time, the force F acting on the center of gravity and the rotational moment M
As a result, a horizontal force F 'and a rotational moment M' are generated in each device.
The horizontal force F 'and the rotational moment M' are regarded as cantilever.
Bends, shears, deflection angles
Calculation of the member cross-section is performed based on the examination of the above, and the size of the cross-section t of the portion regarded as the cantilever is expressed as t ≧ √ ｛6 ((M ′ / (l−4 · d · r · l / (l ＾ 2
+ 2 · dr ·) + F ′ / 2) · h / (b · fb)｝ t ≧ 3/2 · (M ′ / (1−4 · dr · l / (l ＾ 2)
+ 2 · d · r) + F ′ / 2) / (b · fs) t ≧ ｛6 · (M ′ / (1−4 · d · r · l / (l ＾ 2 +
2 · d · r) + F ′ / 2) · h {2 / (E · b · α)}
＾ (1/3) where fb: short-term allowable bending stress of steel, fs: steel
Short-term allowable shear stress, E: Young's modulus of steel material α: Allowance of cantilever
Deflection angle, r: The distance from the fixing device to the rotation and torsion prevention device is the maximum value of t given by each equation.
Anti-rotation and twisting device,
Seismic isolation structure. 249-2 The rotation according to claim 244-4.
・ For twist prevention device 3 (groove type, see 10.1.2.1.)
The rotation and torsion prevention device consists of an upper slide member and a lower slide member.
And a middle slide member.
The lower slide member is seismically isolated on the side of the
Provided on the side of the structure that supports the structure to be
The slide member enters, and the upper slide member is the middle slide member and the lower slide member.
Parallel movement in the long side direction or short side direction in relation to the
Only the lower slide member, the middle slide part
Long side or short side depending on the relationship between the material and the upper slide member
Seismic isolation because only translation in the direction is allowed
The structure is longer than the structure supporting the seismically isolated structure.
Only parallel movement in the side direction and short side direction is allowed. At this time, the dimensions of each part are determined by the guide on the roller rolling surface (or roller surface).
Part width: t of the groove provided on the roller (or roller rolling surface)
Width: (t + 2d) A straight line between the tip of the guide and the circle formed by the roller cross section
Cut the length of the string (or the circle formed by the guide)
The length of the chord cut off by the straight line formed by the rolling surface): l, upper guide slide member, lower guide slide member, middle
Provided on each of the intermediate slide members (rollers)
The guide part is regarded as a cantilever of length h, width l and thickness t.
Here, h is the protruding length of the guide portion. At this time, the rotational force around the rigid center is generated by the force F acting on the center of gravity.
Assuming that the element M is generated, the seismically isolated structure is allowed by the F and M by the allowable rotation angle φ.
Rotates only when it reaches the rotation angle φ, preventing rotation and twisting.
The stop device acts to suppress further rotation. At this time, the force F acting on the center of gravity and the rotational moment M
As a result, a horizontal force F 'and a rotational moment M' are generated in each device.
The horizontal force F 'and the rotational moment M' are regarded as cantilever.
Bends, shears, deflection angles
Calculate the section of the member from the examination of the above, and calculate the size of the section t of the portion regarded as the cantilever as t ≧ √ ｛6 ((M ′ / (2 · l) + F ′ / 4) · h /
(L · fb)｝ t ≧ 3/2 · (M ′ / (2 · l) + F ′ / 4) / (l ·
fs) t ≧ [(M ′ / (2 · l) + F ′ / 4) / l + √
｛((M ′ / (2 · l) + F ′ / 4) / l) ＾ 2 + M ′
Fs / (β · l)}] / (2 · fs) t ≧ {6 · (M ′ / (2 · l) + F ′ / 4) · h} 2 /
(E · l · α)｝ ＾ (1/3) where fb: short-term allowable bending stress of steel, fs: steel
Short-term allowable shear stress, E: Young's modulus of steel α: Allowable of cantilever
Deflection angle, β: Torsional shear determined by the ratio of the two sides of the rectangular cross section
The coefficient is set to be equal to or greater than the maximum value of the value of t given by each equation of the stress-giving coefficient.
Anti-rotation and twisting device,
Seismic isolation structure. 249-3 The rotation according to claim 244-5.
· Torsion prevention device 4 (gear type, see 10.2.2.)
In the above, the rotation and torsion prevention device comprises an upper slide member and a lower slide member.
And a middle slide member.
The lower slide member is seismically isolated on the side of the
Provided on the side of the structure that supports the structure to be
The slide member enters, and the upper slide member is the middle slide member and the lower slide member.
Parallel movement in the long side direction or short side direction in relation to the
Only the lower slide member, the middle slide part
Long side or short side depending on the relationship between the material and the upper slide member
Seismic isolation because only translation in the direction is allowed
The structure is longer than the structure supporting the seismically isolated structure.
Only parallel movement in the side direction and the short side direction is allowed. At this time, the dimensions of each part are adjusted by the gears on the roller rolling surface (or roller surface).
Tooth width: b Latch provided on roller (or roller rolling surface)
The tooth width: b, and the force F acting on the center of gravity makes the rotation mode
Assuming that the element M occurs, the horizontal force F ′ and the rotation mode are applied to each device by the F and M.
The horizontal force F 'and the rotational moment M' are transmitted between the gear and the rack.
The burden on the gears is to inspect the bending of the gear teeth and the tooth surface strength.
The section width of the gear and the rack are calculated as follows: b ≧ [F ′ / 8 + {(F ′ / 4)} 2 + 2 · M ′ · F
G｝ / 2] / FG b ≧ [F ′ / 8 + √ ｛(F ′ / 4) ＾ 2 + 2 · M ′ · H
G｝ / 2] / HG where FG = (fF · m · cosα) / (Y · Yε · Ks · K
A · Kv · Kβ) HG = (fH · dω · u) / ｛ZH · ZE · SH ·
(U + 1)｝ ZE = √ (0.35 · E1 · E2 / (E1 + E2)) ZH = 2 / √ (sin (2 · α)) fF: Allowable root stress of material fH: Material
Permissible limit of Hertz stress m: Rack and gear module dω: Rack
Gear meshing pitch circle diameter u: gear ratio α: meshing pressure angle Y: gear shape factor
Yε: Contact ratio coefficient Ks: Notch coefficient
KA: Coefficient of use KV: Coefficient of dynamic load Kβ: Coefficient of tooth contact E1, E2: Rack and gear
The modulus of longitudinal elasticity of the material SH shall be equal to or greater than the maximum value of b given by each equation of safety factor.
Anti-rotation and twisting device,
Seismic isolation structure. 10.4. 249-4 Torsion / rotational vibration equation
It is provided between the structure supporting the structure and the seismic isolation sliding support.
Seismic isolation structure composed of bearings, dampers, springs, etc.
The simultaneous equations of motion (symbols are explained in 10.4.1.
D (dx1 / dt) / dt + (cos θ) ＾ 2 · g ｛tan θ · sign (x1) + μ · sign (dx1 / dt)｝ + K3 / m1 · (x2-x1) + C3 / m1 · (dx2 / Dt-dx1 / dt) =-d (dz / dt) / dt d (dx2 / dt) / dt + K2 / m2 / x2 + C2 / m2 / dx2 / dt + K3 / m2 (x1-x2) + C3 / m2 ( dx1 / dt-dx2 / dt) =-d (dz / dt) / dt
A seismic isolation structure characterized by the following. 10.5. Torsion / rotational vibration equation 2 10.5.1. Torsion / Rotational Vibration Equation 10.5.1.1. In the case of one layer 10.5.1.1.1. Spring type restoration device + viscous damping type equipment
249-5. A structure to be seismically isolated and a seismically isolated structure
A damper provided between the structure supporting the structure and the structure;
With the configuration of restoring spring (including fixing device) such as laminated rubber
In the seismic isolation structure supported and seismically isolated, the simultaneous equations of motion (symbols are explained in 10.5.1.
1.0. Also, 5.1.3.1. D (dx / dt) / dt + C1x / m · dx / dt + C2x / m · dx / dt + ·· + Cnx / m dx / dt + C1x / m · ec1y · d {/ dt + C2x / m · ec2y · d} /Dt+..+Cnx/m.ecny.d/dt+K1x/mx.+K2x/m.x+.+Knx/mx.+K1x/m.ek1y..+K2x/m.ek2y.++.+Knx/m.ekny Ψ = −d (dqx / dt) / dt d (dy / dt) / dt + C1y / m · dy / dt + C2y / m · dy / dt + ·· + Cny / m · dy / dt −C1y / m · ec1x · d / Dt-C2y / m ・ ec2x ・ dψ / dt- ・ -Cny / m ・ ecnx ・ dψ / dt + K1y / my ・ y + K2y / my ・ + ・ + Kny / my ・ -K1y /・ Ek1x ・ ψ-K2y / m ・ ek2x ・ ψ- ・ ・ -Kny / m ・ eknx ・ ψ = -d (dqy / dt) / dt I ・ d (dψ / dt) / dt + C1x ・ ec1y ・ dx / dt + C2x .Ec2y.dx / dt +. + Cnx.ecny.dx / dt -C1y.ec1x.dy / dt-C2y.ec2x.dy / dt -.- Cny.ecnx.dy / dt + K1x.ek1y.x + K2x.ek x + .. + Knx.ekny.x-K1y.ek1x.y-K2y.ek2x.y -.- Kny.eknx.y + C1x.ec1y {2.d} /dt+C2x.ec2y {2.・ + Cnx ・ ecny {2 ・ d} / dt + C1y ・ ec1x {2 ・ d} / dt + C2y ・ ec2x {2 ・ d} / dt + ・ ・ + Cny ・ ecnx {2 · d} / dt + K1x · ek1y ＾ 2 · ψ + K2x · ek2y ＾ 2 · ψ + · + Knx · ekny ＾ 2 · ψ + K1y · ek1x ＾ 2 · ψ + K2y · ek2x ＾ 2 · ψ + ·· + Kny · eknx ＾ 2 · ψ = 0 must be designed by structural analysis
A seismic isolation structure characterized by the following. 10.5.1.1.2. Sliding bearing + spring type restoration device + sticky
249-6: A structure to be seismically isolated and a seismically isolated device
Seismic isolation sliding supports provided between structures supporting structures
Bearing (flat type seismic isolation plate sliding bearing = no restoring force), damper,
With the configuration of restoring spring (including fixing device) such as laminated rubber
In the seismic isolation structure supported and seismically isolated, the simultaneous equations of motion (symbols are explained in 10.5.1.
1.0. Also, 5.1.3.1. D (dx / dt) / dt + g {m1 · μ1x · sign (dx / dt + eμ1y · dψ / dt) + m2 · μ2x · sign (dx / dt + eμ2y · dψ / dt) +... + Mn · μnx Sign (dx / dt + eμny · dψ / dt)｝ / m + C1x / m · dx / dt + C2x / m · dx / dt + ·· + Cnx / m dx / dt + C1x / m · ec1y · dψ / dt + C2x / m · ec2y + Dnx / m + ecnx * dcn / d + K1x / mxx + K2x / mxx +. + Knx / mxx + K1x / meck1y * + K2x / mek2y * ++. + Knx / m Eknyψ = −d (dqx / dt) / dt d (dy / dt) / dt + g {m1 · μ1y · sign (dy / dt−eμ1x · d} / d ) + M2 · μ2y · sign (dy / dt−eμ2x · dψ / dt) + ·· + mn · μny · sign (dy / dt−eμnx · dψ / dt)} / m + C1y / m · dy / dt + C2y / m • dy / dt + ·· + Cny / m • dy / dt −C1y / m · ec1x · dψ / dt−C2y / m · ec2x · dψ / dt − ·· −Cny / m · ecnx · dψ / dt + K1y / m・ Y + K2y / m ・ y + ・ ・ + Kny / m ・ y −K1y / m ・ ek1x ・ ψ−K2y / m ・ ek2x ・ ψ− ・ ・ −Kny / m ・ eknx ・ ψ = -d (dqy / dt) / dt I · d (dψ / dt) / dt + g ｛m1 · μ1x · eμ1y · sign (dx / dt + eμ1y · dψ / dt) + m2 · μ2x · eμ2y · sign (dx / dt + eμ2y · dψ / dt) +. + Mn .Mu.nx.e.mu.y.sign (dx/dt+e.mu.y.d@/dt)} -g@m1.mu.1y.e.mu.x.sign (dy/dt-ef1x.d@/dt) + m2.mu.2y.e.mu.x.sign (dy / dt- + μn · μny · eμnx · sign (dy / dt−eμnx · dψ / dt)｝ + C1x · ec1y · dx / dt + C2x · ec2y · dx / dt + · + Cnx · ecny · dx -C1y.ec1x.dy / dt-C2y.ec2x.dy / dt -.- Cny.ecnx.dy / dt + K1x.ek1y.x + K2x.ek2y.x +. + Knx.ekny y.x -K1y.ek1.y −K2y · ek2x · y− ·· −Kny · ekn x · y + C1x · ec1y {2 · d} / dt + C2・ Ec2y ＾ 2 ・ dψ / dt + ・. + Cnx ・ ecny ＾ 2 ・ dψ / dt + C1y ・ ec1x ＾ 2 ・ dψ / dt + C2y ・ ec2x ＾ 2 ・ dψ / dt t + ・. + Cny ・ ecnx ＾ 2 ・ dψ / dt + K1x・ Ek1y ＾ 2 ・ ψ + K2x ・ ek2y ＾ 2 ・ ψ + ・ ・ + Knx ・ ekny ＾ 2 ・ ψ + K1y ・ ek1x ＾ 2 ・ ψ + K2y ・ ek2x ＾ 2 ・ ψ + ・ ・ + Kny ・ eknx ＾ 2 ・ ψ = 0 Be designed by
A seismic isolation structure characterized by the following. 10.5.1.1.3. Straight line with V-shaped trough-shaped base isolation plate
In the case of a slope-type restoring sliding bearing, a structure to be seismically isolated and a seismically isolated structure
Seismic isolation sliding supports provided between structures supporting structures
By seismic isolation (xy (orthogonal) seismic isolation)
Straight slope type restoring sliding bearing), damper, laminated rubber
Supported by a structure such as a restoring spring (including the fixing device)
In addition, in the seismic isolation structure to be seismically isolated, the simultaneous equations of motion (the description of the symbols is given in 10.5.1.
1.0. Also, 5.1.3.1. D (dx / dt) / dt + g ｛(cos θ1x) ＾ 2 · m1 · μθ1x · sign (dx / dt + e θ1y · dψ / dt) + (cos θ2x) ＾ 2 · m2 · μθ2x · sign (dx / Dt + eθ2y · dψ / dt) + ·· + (cosθnx) ＾ 2 · mn · μθnx · sign (dx / dt + eθny · dψ / dt)｝ / m + g ｛(cosθ1x) ＾ 2 · m1 · tanθ1x · sign ( x + eθ1 y · ψ) + (cos θ2x) ＾ 2 · m2 · tan θ2x · sign (x + eθ2y · ψ) + ·· + (cosθnx) ＾ 2 · mn · tanθnx · sign (x + eθny · ψ)｝ / m + C1x / m Dx / dt + C2x / m dx / dt +. + Cnx / m dx / dt + C1x / mec1ydψ / dt + C2x / mec2y + / dt + ·· + Cnx / m · ecny · dψ / dt + K1x / mx · + K2x / m · x + ·· + Knx / mx · K1x / m · ek1y · ψ + K2x / m · ek2y · ψ + ·· + Knx / m · ekny · ψ = −d (dqx / dt) / dt d (dy / dt) / dt + g ｛(cos θ1y) ＾ 2 · m1 · μθ1y · sign (dy / dt−e θ1x · dψ / dt) + (cos θ2y) {2 · m2 · μθ2y · sign (dy / dt−eθ2x · d} / dt) + ·· + (cosθny) ＾ 2 · mn · μθny · sign (dy / dt−eθnx · d} / dt) / m + G ｛(cos θ1y) ＾ 2 · m1 · tan θ1y · sign (y−eθ1 x · ψ) + (cos θ2y) ＾ 2 · m2 · tan θ2y · sign (y−eθ2x · ψ) +... + (Cosθny ) {2 · mn · tan θny · sign (y−eθnx · ψ)} / m + C1y / m · dy / dt + C2y / m · dy / dt + ·· + Cny / m · dy / dt −C1y / m · ec1x · dψ / dt−C2y / m · ec2x · dψ / dt − ·· −Cny / m · ecnx · dψ / dt + K1y / m · y + K2y / m · y + · + Kny / m · y -K1y / m · ek1x · ψ-K2y / M · ek2x · ψ− ·· −Kny / m · eknx · ψ = −d (dqy / dt) / dt I · d (dψ / dt) / dt + g ｛(cos θ1x) ＾ 2 · m1 · μθ1x · eθ1y Sign (dx / dt + eθ1y · dψ / dt) + (cosθ2x) ＾ 2 · m2 · μθ2x · eθ2y · sign (dx / dt + eθ2y · dψ / dt) + ·· + (cosθnx) ＾ 2 · mn · μθn x · eθny · sign (dx / dt + eθny · dψ / dt)｝ −g ｛(cosθ1y) ＾ 2 · m1 · μθ1y · eθ1x · sign (dy / dt−eθ1x · dψ / dt) + (cosθ2y) ＾ 2 · m2・ Μθ2y ・ eθ2x ・ sign (dy / dt−eθ2x ・ dψ / dt) + ・ ・ + (cosθny) ＾ 2 ・ mn ・ μθny ・ eθnx ・ sign (dy / dt−eθnx ・ dψ / dt)｝ + g ｛(cosθ1x) ) ＾ 2 · m1 · tan θ1x · eθ1y · sign (x + eθ1y · ψ) + (cosθ2x) ＾ 2 · m2 · tanθ2x · eθ2y · si gn (x + eθ2y · ψ) + ·· + (cosθnx) ＾ 2 · mn · tanθnx · eθny · sign (x + eθny · ψ)｝ −g ｛(cosθ1y) ＾ 2 · m1 · tan θ1y · eθ1x · sign (y eθ1x · ψ) + (cosθ2y) ＾ 2 · m2 · tanθ2y · eθ2x · sign (y−eθ2x · ψ) + ·· + (cosθny) ＾ 2 · mn · tanθny · eθnx · sign (y-eθnx · ψ) )｝ + C1x · ec1y · dx / dt + C2x · ec2y · dx / dt + ·· + Cnx · ecny · dx / dt −C1y · ec1x · dy / dt-C2y · ec2x · dy / dt− · −Cny · ecnx · dy / Dt + K1x · ek1y · x + K2x · ek2y · x + ·· + Knx · ekny · x−K1y · ek1x · y-K2y · ek2x · y− · −Kny · eknx · y + C1x · ec1y ＾ 2 · dψ / dt + C2 {2 · d} / dt + ·· + Cnx · ecny {2 · d} / dt + C1y · ec1x {2 · d} / dt + C2y · ec2x ＾ 2 · dψ / dt + ·· + Cny · ecnx ＾ 2 · dψ / dt + K1x · ek1y ＾ 2 · ψ + K2x · ek2y ＾ 2 · ψ + ·· + Knx · ekny ＾ 2 · ψ + K1y · ek1x ＾ 2 · ψK2 · Ek2x ＾ 2 · ψ + ・ · + Kny ・ eknx ＾ 2ψψ = 0 Designed by structural analysis
A seismic isolation structure characterized by the following. 10.5.1.1.4. Straight slope with a mortar-shaped seismic isolation plate
In the case of a type-restoring sliding bearing, a structure to be seismically isolated and a seismically isolated structure
Seismic isolation sliding supports provided between structures supporting structures
Sei (straight slope type restoring support with a mortar-shaped seismic isolation plate)
Recovery springs such as dampers, laminated rubber, etc.
Seismic isolation structure supported and seismically isolated by the
In the equation of motion of claim 249-7, θnx, θn
.., n, when √ (x ＾ 2 + y ＾ 2) ≦ L θnx = ｛θn'√ (x2 ＾ 2 + y2 ＾ 2))-θ
n ′ · {(x1 ＾ 2 + y1 ＾ 2)} / (x2−x1) θny = {θn ′ · √ (x2 ＾ 2 + y2 ＾ 2)) − θ
n ′ · {(x1 ＾ 2 + y1 ＾ 2)} / (y2-y1) where the coordinates (x1, y1) at time t and the coordinates at time t + Δt
It is assumed that the target is (x2, y2). The coordinates at time 0 are (0,
0). When √ (x ＾ 2 + y ＾ 2)> L θnx = 0 θny = 0 Designed by structural analysis
A seismic isolation structure characterized by: 10.5.1.1.1.5. Gradient with columnar trough surface isolation plate
In the case of a mold restoring sliding bearing, the structure to be seismically isolated and the seismically isolated structure
Seismic isolation sliding supports provided between structures supporting structures
Seismic (X-direction (orthogonal direction) seismic isolation and cylindrical trough-shaped seismic isolation plate
Straight slope type restoring sliding bearing), damper, laminated rubber, etc.
Supported by a structure such as a restoring spring (including the fixing device).
In the seismic isolation structure to be seismically isolated, the simultaneous equations of motion (symbols are explained in 10.5.1.
1.0. Also, 5.1.3.1. When the curvature θ is small, d (dx / dt) / dt + g {m1 · μR1x · sign (dx / dt + eR1y · dψ / dt) + m2 · μR2x · sign (dx) from (cos θ) ＾ 2 ≒ 1 / Dt + eR2y · dψ / dt) + ·· + mn · μRnx · sign (dx / dt / eRny · dψ / dt)｝ / m + {m1 · g / R1x · (x + eR1y · ψ) + m2 · g / R2x · (x + ER2y · ψ) + ·· + mn · g / Rnx · (x + eRny · ψ)｝ / m + C1x / m · dx / dt + C2x / m · dx / dt + ·· + Cnx / m · dx / dt + C1x / m · ec1y · dψ / Dt + C2x / m ・ ec2y ・ dψ / dt + ・ · Cnx / m ・ ecny ・ dψ / dt + K1x / mx ・ + K2x / mx ・ + ・. + Knx / mx ・ + K1 /M.ek1y·ψ+K2x/m·ek2y·ψ+.·+Knx/m·ekny·ψ=−d(dqx/dt)/dt d (dy / dt) / dt + g１m1 · μR1y · sign (dy / dt −eR1x · dψ / dt) + m2 · μR2y · sign (dy / dt-eR2x · dψ / dt) + ·· + mn · μRny · sign (dy / dt-eRnx · dψ / dt)｝ / m + ｛m1 · g / R1y · (y−eR1x · ψ) + m2 · g / R2y · (y−eR2x · ＋) + ·· + mn · g / Rny · (y−eRnx · ψ)｝ / m + C1y / m · dy / dt + C2y / m · dy / dt + ·· + Cny / m · dy / dt −C1y / m · ec1x · dψ / dt−C2y / m · ec2x · dψ / dt − · −Cny / m · ecnx · dψ / dt + K1y / my + K2y / m · y + ·· + Kny / my · −K1y / m · ek1x · ψ−K2y / m · ek2x · ψ− ·· −Kny / m · eknx · ψ = -d (dqy / dt) / dt I D (dψ / dt) / dt + g ｛m1 ・ R1x ・ eR1y ・ sign (dx / dt + eR1y ・ dψ / dt) + m2 ・ μR2x ・ eR2y ・ sign (dx / dt + eR2y ・ dψ / dt) + ・ + mn ・ μR ERny · sign (dx / dt + eRny · dψ / dt)｝ −g ｛m1 · μR1y · eR1x · sign (dy / dt-eR1x · dψ / dt) + m2 · μR2y · eR2x · sign (dy / dt-eR2x) dψ / dt) + ·· + mn · μRny · eRnx · sign (dy / dt−eRnx · dψ / dt)｝ + m1 · g / R1x · eR1y · (x + R1y · ψ) + m2 · g / R2 x · eR2y · (x + eR2y · ψ) + ·· + mn · g / Rnx · eRny · (x + eR ny · ψ) −m1 · g / R1y · eR1x · (y-eR1x · ψ ) -M2 · g / R2 y · eR2x · (y-eR2x · ψ)-··· mn · g / Rny · eRnx · (y-eR nx · ψ) + C1x · ec1y · dx / dt + C2x · ec2y · dx / + ct + ·· + Cnx · ecny · dx / dt -C1y · ec1x · dy / dt-C2y · ec2x · dy / dt-· – Cny · ecnx · dy / dt + K1x · ek1y · x + K2x · ek2 · · x · · ekn y · x −K1y · ek1x · y-K2y · ek2x · y− ·· −Kny · ekn x · y + C1x · ec1y {2 · d} / dt + C2x · ec y ＾ 2 ・ dψ / dt + ・. + Cnx ・ ecny ＾ 2 ・ dψ / dt + C1y ・ ec1x ＾ 2 ・ dψ / dt + C2y ・ ec2x ＾ 2 ・ dψ / dt + ・. + Cny ・ ecnx ＾ 2 ・ dψ / dt + K1x ・ek1y ＾ 2 · ψ + K2x · ek2y ＾ 2 · ψ + ·· + Knx · ekny ＾ 2 · ψ + K1y · ek1x ＾ 2 · ψ + K2y · ek2x ＾ 2 · ψ + ·· + Kny · eknx ＾ 2 · ψ = 0 Being designed
A seismic isolation structure characterized by the following. 10.5.1.1.6. Gradient type with spherical isolation plate
249-10 In the case of a former sliding bearing
-Isolated slides provided between the supporting structure and the supporting structure
Bearings (slope-type restoring sliding bearings with spherical isolation plates)
Springs (including fixing devices) such as dampers and laminated rubber
A seismic isolation structure supported and seismically isolated by the structure, wherein Rnx and Rn in the equation of motion according to claim 249-9.
y (n = 1 · 2... n) 1 / Rny = {1 / Rn '· {(x2 {2 + y2}
2))-1 / Rn ′ · {(x1 ＾ 2 + y1 ＾ 2)} /
(Y2-y1) where the coordinates (x1, y1) at time t and the coordinate at time t + Δt
It is assumed that the target is (x2, y2). The coordinates at time 0 are (0,
0). When √ (x ＾ 2 + y ＾ 2)> L, it is designed by performing structural analysis by setting 1 / Rnx = 0 1 / Rny = 0.
A seismic isolation structure characterized by: 10.5.1.2. In the case of an n-layer 10.5.1.2.1. Spring type restoration device + viscous damping type equipment
10.5.1.2.2. Sliding bearing + spring type restoration device + sticky
In the case of an attenuating type device 10.5.1.2.3. Straight line with V-shaped trough-shaped base isolation plate
In the case of a slope-type restoring sliding bearing, a structure to be seismically isolated and a seismically isolated structure
-Isolated slides provided between the supporting structure and the supporting structure
Bearing (V-shaped valley-shaped seismic isolation plate in xy direction (orthogonal direction))
Linear gradient type restoring sliding bearing with damper, damper, laminated rubber
Supported by the configuration of the restoring spring (including the fixing device)
In the seismic isolation structure that is held or seismically isolated, the simultaneous equations of motion (symbols are described in 10.5.1.
2.0. Also, 5.1.3.1. D (dxb / dt) / dt + g ｛(cos θ1x) ＾ 2 · m1 · μθ1x · sign (dxb / dt + eθ1y · dψb / dt) + (cos θ2x) ＾ 2 · m2 · μθ2x · sign (dxb / Dt + eθ2y · dψb / dt) + ·· + (cosθnx) ＾ 2 · mn · μθnx · sign (dxb / dt + eθny · dψb / dt)｝ / MM1 + g ｛(cosθ1x) ＾ 2 · m1 · tanθ1x + sign θx (xb)・ Ψb) + (cos θ2x) ＾ 2 ・ m2 ・ tan θ2x ・ sign (xb + eθ2y ・ ψb) + ・ ・ + (cosθnx) ＾ 2 ・ mn ・ tanθnx ・ sign (xb + eθny ・ ψb) / MM1 + Cb1x / MM1 × db /Dt+Cb2x/MM1.dxb/dt+.+Cbnx/WM1.dxb/dt + Cb1x / MM1 · ecb1y · dψb / dt + Cb2x / MM1 · ec b2y · dψb / dt +. ekb1y · ψb + Kb2x / MM1 · ekb2y · ＋ b + ·· + Kbnx / MM1 · ekbny · ψb−C1x / MM1 · dx1 / dt-C1x / MM1 · ec1y · dψ1 / dt−K1x / MM1 · x1−K1x / MM1 ψ1 = −d (dqx / dt) / dt d (d (x1) / dt) / dt + C1x / MM2 · dx1 / dt + C1x / MM2 · ec1y · dψ1 / dt + K1x / MM2 · x1 + K1x / MM2 · ek1y · ψ1 −C2x / MM2 · (dx2 / dt−dx1 / dt) −C2x / MM2 · ec2y · (dψ2 / dt−dψ1 / dt) −K2x / MM2 · (x2-x1) −K2x / MM2 · ek2y · (ψ2−ψ1) = − d (dxb / Dt) / dt-d (dqx / dt) / dt d (d (x2) / dt) / dt + C2x / MM3 · (dx2 / dt-dx1 / dt) + C2x / MM3 · ec 2y · (dψ2 / dt− dψ1 / dt) + K2x / MM3 · (x2-x1) + K2x / MM3 · ek2y · (ψ2-ψ1) −C3x / MM3 · (dx3 / dt−dx2 / dt) −C3x / MM3 · ec 3y · (dψ3 / dt) −dψ2 / dt) −K3x / MM3 · (x3-x2) −K3x / MM3 · ek3y · (ψ3-ψ2) = − d (dxb / dt) / dt−d (dqx / dt) / dt ··· d (D xn ") / dt) / dt + Cn" x / MMn '. (dxn "/ dt-dxn"' / dt) + Cn "x / MMn'.ecn" y. (d @ n "/ dt-d @ n"'/ dt) + Kn "x / MMn '. (Xn" -xn "") + Kn "x / MMn'.ekn" y. (@ N "-@ n"') -Cn'x / MMn '. (Dxn' / dt-dxn "/Dt)-Cn'x/MMn'.ecn'y.(d@n'/dt-d@n"/dt)-Kn'x / MMn '. (Xn'-xn ") -Kn'x / MMn'.ekn 'y ・ (ψn'-ψn ") =-d (dxb / dt) / dt-d (dqx / dt) / dt d (d (xn') / dt) / dt + Cn'x / MMn. (dxn '/Dt-dxn"/dt)+Cn'x/MMn.ecn'y.(dn@n/dt-dn@n"/dt)+Kn'x/MMn.(xn'-xn ) + Kn'x / MMn ・ ekn'y ・ (ψn'-ψn ") =-d (dxb / dt) / dt-d (dqx / dt) / dt d (dyb / dt) / dt + g ｛(cos θ1y ) ＾ 2 · m1 · μθ1y · sign (dyb / dt−e θ1x · dψb / dt) + (cos θ2y) ＾ 2 · m2 · μθ2y · sign (dyb / dt−eθ2x · dψb / dt) +... + (Cosθny ) {2 · mn · μθny · sign (dyb / dt−eθnx · dψb / dt)} / MM1 + g ｛(cosθ1y) ＾ 2 · m1 · tanθ1y · sign (yb−eθ1x · ψb) + (cosθ2y) ＾ 2・ M2 ・ tanθ2y ・ sign (yb−eθ2x ・ ψb) + ・ ・ + (cosθny) {2 ・ mn ・ tanθny ・ sign (yb−eθnx ・ ψb)} / MM1 + Cb1y / MM 1 · dyb / dt + Cb2y / MM1 · dyb / dt + ·· + Cbny / MM1 · dyb / dt −Cb1y / MM1 · ecb1x · dψb / dt−Cb2y / MM1 · ec b2x · dψb / dt− ·· -Cbny / MM1 Dψb / dt + Kb1y / MM1 · yb + Kb2y / MM1 · yb + ·· + Kbny / M M1 · yb −Kb1y / MM1 · ekb1x · ψb-Kb2y / MM1 · ekb2x · ψb− ·· -Kbny / MM1 · bkbx / MM1 · dy1 / dt + C1y / MM1 · ec1x · dψ1 / dt−K1y / MM1 · y1 + K1y / MM1 · ek1x · ψ1 = −d (dqy / dt) / dt d (d (y1) / dt) / dt + C1y / MM2 · dy1 / dt-C1y / MM2 · ec1x · dψ1 / d t + K1y / MM2 · y1−K1y / MM2 · ek1x · ψ1−C2y / MM2 · (dy2 / dt−dy1 / dt) + C2y / MM2 · ec2x · (dψ2 / dt−dψ1 / dt) −K2y / MM2 · ( y2-y1) + K2y / MM2２ek2x ・ (（2-ψ1) =-d (dyb / dt) / dt-d (dqy / dt) / dt d (d (y2) / dt) / dt + C2y / MM3３ ( dy2 / dt−dy1 / dt) −C2y / MM3 · ec 2x · (dψ2 / dt−dψ1 / dt) + K2y / MM3 · (y2-y1) −K2y / MM3 · ek2x · (ψ2-ψ1) −C3y / MM3 (Dy3 / dt-dy2 / dt) + C3y / MM3 · ec 3x · (dψ3 / dt-dψ2 / dt) −K3y / MM3 · (y3-y2) + K3y / MM3 · ek3x · (Ψ3-ψ2) = -d (dyb / dt) / dt-d (dqy / dt) / dt · · · d (d (yn ”) / dt) / dt + Cn” y / MMn ′ · (dyn ” /Dt-dyn"'/dt)+Cn"y/MMn'.ecn"x.(dn@/dt-d@n"'/dt)+Kn"y/MMn'.(yn"-yn"")+Kn"y /MMn'.ecn"x.(@n"-@n"')-Cn'y/MMn'.(dyn'/dt-dyn"/dt)-Cn'y/MMn'.ecn'x.(d@n ' / Dt-d @ n "/ dt) -Kn'y / MMn '. (Yn'-yn") -Kn'y / MMn'.ekn'x. (@ N'-@ n ") = -d (dyb / dt) / Dt-d (dqy / dt) / dt d (d (yn ') / dt) / dt + Cn'y / MMn. (Dyn' / dt-dyn "/ dt) -Cn'y MMn ・ ecn'x ・ (dψn '/ dt-dψn "/ dt) + Kn'y / MMn ・ (yn'-yn") -Kn'y / MMn ・ ekn'x ・ (ψn'-ψn ") = −d (dyb / dt) / dt−d (dqy / dt) / dt Ib · d (dψb / dt) / dt + g ｛(cos θ1x) ＾ 2 · m1 · μθ1x · eθ1y · sign (dxb / dt + eθ1y · dψb / dt) + (cos θ2x) ＾ 2 · m2 · μθ2x · eθ2y · sign (dxb / dt + eθ2y · dψb / dt) + ·· + (cosθnx) ＾ 2 · mn · μθnx · eθny · sign (dxb / dt + ｅθnyd )｝ − G ｛(cos θ1y) ＾ 2 · m1 · μθ1y · eθ1x · sign (dy b / dt−eθ1x · dψb / dt) + (cos θ2y) ＾ 2 · m2 · μθ2y · eθ2x · s gn (dyb / dt-eθ2x · dψb / dt) + ·· + (cosθny) ＾ 2 · mn · μθny · eθnx · sign (dyb / dt−eθnx · dψb / dt)｝ + g ｛(cosθ1x) ＾ 2 · m1 Tanθ1x ・ eθ1y ・ sign (xb + eθ1y ・ ψb) + (cosθ2x) ＾ 2 ・ m2 ・ tanθ2x ・ eθ2y ・ sign (xb + eθ2y ・ ψb) + ・ ・ + (cosθnx) ＾ 2 ・ mn ・ tanθnx ・ egny xb + eθny · {b)｝ −g ｛(cos θ1y) ＾ 2 · m1 · tan θ1y · eθ1x · sign (yb−eθ1x · ψb) + (cosθ2y) ＾ 2 · m2 · tan θ2y · eθ2x · sig (yb−eθ2x · ψb) + · · + (Cos θny) ＾ 2 · mn · tan θny · eθnx · sign (yb-eθnx {b)} + Cb1x.ecb1y.dxb / dt + Cb2x.ecb2y.dxb / dt +. + Cbnx.ecbny.dxb / dt -Cb1y.ecb1x. / Dt + Cb1x · ecb1y ＾ 2 · dψb / dt + Cb2x · ecb2y ＾ 2 · dψb / dt + ·· + Cbnx-ecbny ＾ 2 · dψb / dt + Cb1y · ecb1x ＾ 2 · dψb / dt + Cb2ｄc / b + Cbny · ecbnx ＾ 2 · dψb / dt + Kb1x · ekb1y · xb + Kb2x · ekb2y · xb + ·· + Kb nx · ekbny · xb −Kb1y · ekb1x · yb-Kb2y · ekb2−yb−kbn・ Yb + Kb1x ・ ekb1y ＾ 2 ・ ψb + Kb2x ・ ekb2y ＾ 2 ・ ψb + Dx1 / dt + C1y · ec1x · dy1 / dt −K1x · ek1y · x1 + K1y · ek1x · y1 −C1x · ec1y ＾ 2 · dψ1 / dt-C1y · ec1x ＾ 2 · dψ1 / dt −K1x · ek1y ＾ 2 · ψ1 −K1y · ek1x ＾ 2 · ψ1 = 0 I1 · d (dψ1 / dt) / dt + Ib · d (dψb / dt) / dt + C1x · ec1y · dx1 / dt −C1y · ec1x · dy1 / dt + K1x · ek1y · x1 − K1y · ek1x · y1 + C1x · ec1y ＾ 2 · dψ1 / d + C1y ・ ec1x ＾ 2 ・ dψ1 / dt + K1x ・ ek1y ＾ 2ψ1 + K1y ・ ek1x ＾ 2ψ1 -C2x２ec2y ・ (dx2 / dt-dx1 / dt) + C2y２ec2x ・ (dy2 / dt-dy1 / dt) −K2x · ek2y · (x2-x1) + K2y · ek2x · (y2-y1) −C2x · ec2y ＾ 2 · (dψ2 / dt-dψ1 / dt) −C2y · ec 2x ＾ 2 · (dψ2 / dt-dψ1 / dt) −K2x · ek2y ＾ 2 · (ψ2-ψ1) −K2y · ek2x ＾ 2 · (ψ2−ψ1) = 0 I2 · d (dψ2 / dt) / dt + Ib · d (dψb / dt) / dt + C2x · ec2y (Dx2 / dt-dx1 / dt) -C2y.ec2x (dy2 / dt-dy1 / dt) -C3x.ec3y. (Dx3 / dt-dx2 / dt) + C 3y · ec3x · (dy3 / dt−dy2 / dt) + K2x · ek2y · (x2-x1) −K2y · ek2x · (y2-y1) −K3x · ek3y · (x3-x2) + K3y · ek3x · (y3−y2 ) + C2x ・ ec2y ＾ 2 ・ (dψ2 / dt-dψ1 / dt) + C2y ・ ec 2x ＾ 2 ・ (dψ2 / dt-dψ1 / dt) -C3x ・ ec3y ＾ 2 ・ (dψ3 / dt-dψ2 / dt) -C3y・ Ec 3x ＾ 2 ・ (dψ3 / dt-dψ2 / dt) + K2x ・ ek2y ＾ 2 ・ (ψ2-ψ1) + K2y ・ ek2x ＾ 2 ・ (ψ2-ψ1) -K3x ・ ek3y ＾ 2 ・ (ψ3-ψ2)- K3y · ek3x ＾ 2 · (ψ3−ψ2) = 0... In ″ · d (dψn ″ / dt) / dt + Ib · d (dψb / dt) / dt + Cn ″ x · ecn ″ y · (dxn ″ / d −dxn ″ ′ / dt) −Cn ″ y · ecn ″ x · (dyn ″ / dt−dyn ″ ′ / dt) −Cn′x · ecn′y · (dxn ′ / dt−dxn ″ / dt) + Cn ′ y.ecn'x. (dyn '/ dt-dyn "/ dt) + Kn" x.ekn "y. (xn" -xn "") -Kn "y.ekn" x. (yn "-yn""-Kn'x.ekn'y.(Xn'-xn") + Kn'y.ekn'x. (Yn'-yn") + Cn "x.ecn" y @ 2. (D @ n "/ dt-d @ n"'/Dt)+Cn"y.ecn"x@2.(d@n"/dt-d@n"'/dt)-Cn'x.ecn'y@2. (D @ n' / dt-d @ n "/ dt)- Cn 'y ・ ecn'x ＾ 2 ・ (dψn' / dt-dψn "/ dt) + Kn" x ・ ekn "y ＾ 2 ・ (ψn" -ψn "') + Kn" y ・ ekn x ＾ 2 · (ψn ″ −ψn ″ ′) − Kn′x · ekn′y ＾ 2 · (ψn′−ψn ″) − Kn′y · ekn′x ＾ 2 · (ψn′−ψn '') = 0 In ′ · d (dψn ′ / dt) / dt + Ib · d (dψb / dt) / dt + Cn′x · ecn′y · (dxn ′ / dt−dxn ″ / dt) −Cn′y · ecn′x · ( dyn '/ dt-dyn "/ dt) + Kn'x.ekn'y. (xn'-xn") -Kn'y.ekn'x. (yn'-yn ") + Cn'x.ecn'y ＾ 2 (Dψn '/ dt-dψn "/ dt) + Cn'y ・ ecn'x ＾ 2 ・ (dψn' / dt-dψn" / dt) + Kn'x ・ ekn'y ＾ 2 ・ (ψn'-ψn ") + Kn'y · ekn'x ＾ 2 · (ψn'-ψn ") Designed by structural analysis
A seismic isolation structure characterized by the following. 10.5.1.2.4. Straight slope with a mortar-shaped seismic isolation plate
249-12 In the case of a configuration restoring sliding bearing, a seismically isolated structure and a seismically isolated structure
-Isolated slides provided between the supporting structure and the supporting structure
Bearing (straight slope type restoring sliding support with mortar-shaped seismic isolation plate)
Recovery springs such as dampers, laminated rubber, etc.
Seismic isolation structure supported and seismically isolated by the
In the equation of motion of claim 249-11, θnx, θ
ny (n = 1 · 2... n) is obtained when 時 (xb ＾ 2 + yb ＾ 2) ≦ L θnx = ｛θn ′ · √ (x2 ＾ 2 + y2 ＾ 2)) − θ
n ′ · {(x1 ＾ 2 + y1 ＾ 2)} / (x2−x1) θny = {θn ′ · √ (x2 ＾ 2 + y2 ＾ 2)) − θ
n ′ · {(x1 ＾ 2 + y1 ＾ 2)} / (y2-y1) where the coordinates (x1, y1) at time t and the coordinates at time t + Δt
It is assumed that the target is (x2, y2). The coordinates at time 0 are (0,
0). When √ (xb ＾ 2 + yb ＾ 2)> L θnx = 0 θny = 0 Designed by structural analysis
A seismic isolation structure characterized by: 10.5.1.2.5. Gradient with columnar trough surface isolation plate
In the case of a mold restoring sliding bearing (1) In the case of n layers (there is an eccentricity other than the seismic isolation layer). 249-13.
-Isolated slides provided between the supporting structure and the supporting structure
Bearing (x-direction (orthogonal direction) seismic isolation, cylindrical trough-shaped seismic isolation plate
Linear gradient type restoring sliding bearing with damper, damper, laminated rubber
Supported by the configuration of the restoring spring (including the fixing device)
In the seismic isolation structure that is held or seismically isolated, the simultaneous equations of motion (symbols are described in 10.5.1.
2.0. Also, 5.1.3.1. When the curvature θ is small, d (dx / dt) / dt + g {m1 · μR1x · sign (dx / dt + eR1y · dψ / dt) + m2 · μR2x · sign (dx) from (cos θ) ＾ 2 ≒ 1 / Dt + eR2y · dψ / dt) + ·· + mn · μRnx · sign (dx / dt + eRny · dψ / dt)｝ / MM1 + {m1 · g / R1x · (x + eR1y · ψ) + m2 · g / R2x · (x + eR2y · + ・ · + mn · g / Rnx · (x + eRny · ψ)｝ / M M1 + Cb1x / MM1 · dxb / dt + Cb2x / MM1 · dxb / dt + • + Cbnx / MM1 · dxb / dt + Cb1x / MM1 · ecb1y dt + Cb2x / MM1 · ec b2y · dψb / dt + ·· + Cbnx / MM1 · ecbny · dψb / dt + Kb1x / MM1 · xb + Kb2x / MM1 · xb + ·· + Kbnx / M M1 · xb + Kb1x / MM1 · ekb1y · ψb + Kb2x / MM1 · ekb2y · ψb + ·· + Kbnx / MM1 · ekbny ·· tx / x1−x−x−x−1 MM1 · ec1y · dψ1 / dt−K1x / MM1 · x1−K1x / MM1 · ek1y · ψ1 = −d (dqx / dt) / dt d (d (x1) / dt) / dt + C1x / MM2 · dx1 / dt + C1x / MM2 ・ ec1y ・ dψ1 / dt + K1x / MM2 ・ x1 + K1x / MM2 ・ ek1yψψ1 -C2x / MM2 ・ (dx2 / dt-dx1 / dt) -C2x / MM2 ・ ec2y ・ (dψ2 / dt-dψ1 / dt) −K2x / MM2 · (x2-x1) −K2x / MM2 · ek2y (Ψ2-ψ1) = − d (dxb / dt) / dt−d (dqx / dt) / dt d (d (x2) / dt) / dt + C2x / MM3 · (dx2 / dt−dx1 / dt) + C2x / MM3 ・ ec 2y ・ (dψ2 / dt-dψ1 / dt) + K2x / MM3 ・ (x2-x1) + K2x / MM3 ・ ek2y ・ (ψ2-ψ1) -C3x / MM3 ・ (dx3 / dt-dx2 / dt) -C3x / MM3 ・ ec3y ・ (dψ3 / dt-dψ2 / dt) -K3x / MM3 ・ (x3-x2) -K3x / MM3 ・ ek3y ・ (ψ3-ψ2) = -d (dxb / dt) / dt-d ( dqx / dt) / dt d (d (xn ″) / dt) / dt + Cn ″ x / MMn ′ (dxn ″ / dt−dxn ″ ′ / dt) + Cn ″ x / MMn ′ · ecn ″ y・ (D @ n "/ dt-d @ n"'/ Dt) + Kn "xMMn'. (Xn" -xn "') + Kn"xMMn'.ekn"y. (@ N"-@ n "') -Cn'x / MMn '. (Dxn' / dt-dxn"/Dt)-Cn'x/MMn'.ecn'y.(d@n'/dt-d@n"/dt)-Kn'x / MMn '. (Xn'-xn ") -Kn'x / MMn'.ekn 'y ・ (ψn'-ψn ") =-d (dxb / dt) / dt-d (dqx / dt) / dt d (d (xn') / dt) / dt + Cn'x / MMn. (dxn '/Dt-dxn"/dt)+Cn'x/MMn.ecn'y.(dn@n/dt-dn@n"/dt)+Kn'x/MMn.(xn'-xn")+Kn'x/MMn.e kn′y · (ψn ′ · ψn ″) = − d (dxb / dt) / dt−d (dqx / dt) / dt d (dy / dt) / dt + g ｛m1 · μR 1y · sign (dy / dt-eR1x · dψ / dt) + m2 · μR2y · sign (dy / dt-eR2x · dψ / dt) + ·· + mn · μRny · sign (dy / dt-eRnx · dψ / dt)｝ M M1 + {m1 · g / R1y · (y-eR1x · ψ) + m2 · g / R2y · (y−eR2x · ψ) + ·· + mn · g / Rny · (y-eRnx · ψ)} / MM1 + Cb1y / MM1 · dyb / dt + Cb2y / MM1 · dyb / dt + ·· + Cbny / MM1-dyb / dt −Cb1y / MM1 · ecb1x · dψb / dt−Cb2y / MM1 · ecb2x · dψb / dt− · −Cb · Ecnx · dψb / dt + Kb1y / MM1 · yb + Kb2y / MM1 · yb + ·· + Kbny / M M1 · yb −Kb1y / MM1 · e b1xψb-Kb2y / MM1１ekb2x ・ b- ・ -Kbny / MM1 ・ ekbnxψb-C1y / MM1 ・ dy1 / dt + C1y / MM1 ・ ec1x ・ dψ1 / dt-K1y / MM1 ・ y1 + K1y / MM1ｅe1 ψ1 = −d (dqy / dt) / dt d (d (y1) / dt) / dt + C1y / MM2 · dy1 / dt-C1y / MM2 · ec1x−dψ1 / dt + K1y / MM2 · y1−K1y / MM2 · ek1x · Ψ1 -C2y / MM2 ・ (dy2 / dt-dy1 / dt) + C2y / MM2 ・ ec 2x ・ (dψ2 / dt-dψ1 / dt) -K2y / MM2 ・ (y2-y1) + K2y / MM2 ・ ek2x ・ (ψ 2-ψ1) = − d (dyb / dt) / dt−d (dqy / dt) / dt d (d (y2) / dt) / dt + C y / MM3 · (dy2 / dt−dy1 / dt) −C2y / MM3 · ec 2x · (dψ2 / dt−dψ1 / dt) + K2y / MM3 · (y2-y1) −K2y / MM3 · ek2x · (ψ 2− ψ1) −C3y / MM3 · (dy3 / dt−dy2 / dt) + C3y / MM3 · ec 3x · (dψ3 / dt−dψ2 / dt) −K3y / MM3 · (y3-y2) + K3y / MM3 · ek3x · (ψ3 −ψ2) = − d (dyb / dt) / dt−d (dqy / dt) / dt... D (d (yn ″) / dt) / dt + Cn ″ y / MMn ′ × (dyn ”/ dt−) dyn "'/ dt) + Cn" y / MMn'.ecn "x. (d @" / dt-d @ n "' / dt) + Kn" y / MMn '. (yn "-yn"') + Kn "y / MMn ' -Ekn "x-(@n"-@ n "') -C 'y / MMn'. (dyn '/ dt-dyn "/dt)-Cn'y/MMn'.ecn'x.(dψn'/dt-dψn" / dt) -Kn'y / MMn'. ( yn′−yn ″) − Kn′y / MMn ′ · ekn′x · (ψn′−ψn ″) = − d (dyb / dt) / dt−d (dqy / dt) / dt d (d (yn ′ ) / Dt) / dt + Cn'y / MMn ・ (dyn '/ dt-dyn' / dt) -Cn'y / MMn ・ ecn'x ・ (dψn '/ dt-dψn "/ dt) + Kn'y / MMn. (Yn'-yn ")-Kn'y / MMn.ekn'x. (Ψn'-ψn") =-d (dyb / dt) / dt-d (dqy / dt) / dt I.d ( dψ / dt) / dt + g ｛m1 ・ μR1x ・ eR1y ・ sign (dx / dt + eR1y ・ dψ / dt) + m2 ・ μR2x ・ eR2y ・ sign ( x / dt + eR2y · dψ / dt) + ·· + mn · μRnx · eRny · sign (dx / dt + eRny · dψ / dt)｝ -g {m1 · μR1y · eR1x · sign (dy / dt-eR1x-d) / dt] + M2 · μR2y · eR2x · sign (dy / dt−eR2x · dψ / dt) + ·· + mn · μRny · eRnx · sign (dy / dt−eRnx · dψ / dt)｝ + m1 · g / R1x · eR1y · ( x + eR1y · ψ) + m2 · g / R2x− eR2y · (x + eR2y · ψ) + ·· + mn · g / Rnx · eRny · (x + eRny · ψ) -m1 · g / R1y · eR1x · (y-eR1x · ψ) −m2 · g / R2y · eR2x · (y-eR2x · ψ)-··· mn · g / Rny · eRnx · (y-eRnx × ψ) + Cb1x · ecb1y · dxb / dt + Cb2x · ecb2y · dxb / dt ++ · + Cbnx · ecbny · dxb / dt -Cb1y · ecb1x · dyb / dt-Cb2y · ecb2x · dyb / dt- · xbn · Ecb1y ＾ 2 · dψb / dt + Cb2x ・ ecb2y ＾ 2 · dψb / dt + ・ · + Cbnx ・ ecbny ＾ 2 ・ dψb / dt ＾ 2 · dψb / dt + Kb1x · ekb1y · xb + Kb2x · ekb2y · xb + ·· + Kbnx x · ekbny · xb −Kb1y · ekb1x · yb-Kb2y · ekb2x · yb− ·· −Kbny · xybk b1y ＾ 2 · ψb + Kb2x · ekb2y ＾ 2 · ψb + ·· + Kbnx · ekbny ＾ 2 · ψb + Kb1y · ekb1x ＾ 2 · ψb + Kb2y · ekb2x ＾ 2 · ψb + ·· + C1y · ec1x · dy1 / dt −K1x · ek1y · x1 + K1y · ek1x · y1 −C1x · ec1y ＾ 2 · dψ1 / dt-C1y · ec1x ＾ 2 · dψ1 / dt −K1x · ek1y ＾ 2 · ψ1 -K1y · ek1x ＾ 2ψ1 = 0 I1 ・ d (dψ1 / dt) / dt + Ib ・ d (dψb / dt) / dt + C1xｘec1y ・ dx1 / dt -C1y ・ ec1x ・ dy1 / dt + K1x ・ ek1y ・ x1 -K1y ・ ek1x・ Y1 + C1x ・ ec1y {2 ・ d {1 / dt + C1y ・ ec1x} Dψ1 / dt + K1x ・ ek1y ＾ 2ψ1 + K1y ・ ek1x ＾ 2ψψ1 -C2x ・ ec2y ・ (dx2 / dt-dx1 / dt) + C2y ・ ec2x （(dy2 / dt-dy1 / dt) -K2x ・ ek2y・ (X2-x1) + K2y ・ ek2x ・ (y2-y1) −C2x ・ ec2y ＾ 2 ・ (dψ2 / dt-dψ1 / dt) -C2y ・ ec2 x ＾ 2 ・ (dψ2 / dt-dψ1 / dt) -K2x Ek2y ＾ 2 ・ (ψ2-ψ1) -K2y ・ ek2x ＾ 2 ・ (ψ2-ψ1) = 0 I2 ・ d (dψ2 / dt) / dt + Ib ・ d (dψb / dt) / dt + C2x ・ ec2y ・ (dx2 / dt−dx1 / dt) −C2y · ec2x · (dy2 / dt−dy1 / dt) −C3x · ec3y · (dx3 / dt−dx2 / dt) + C3y · ec3x · (dy 3 / dt−dy2 / dt) + K2x · ek2y · (x2-x1) −K2y · ek2x · (y2-y1) −K3x · ek3y · (x3-x2) + K3y · ek3x · (y3-y2) + C2x · ec2y ＾ 2 (dψ2 / dt-dψ1 / dt) + C2y ・ ec2 x ＾ 2 (dψ2 / dt-d−1 / dt) -C3x ・ ec3y３2 ＾ (dψ3 / dt-dψ2 / dt) -C3y ・ ec3x ＾ 2・ (Dψ3 / dt-dψ2 / dt) + K2x ・ ek2y ＾ 2 ・ (ψ2-ψ1) + K2y ・ ek2x ＾ 2 ・ (ψ2-ψ1) -K3x ・ ek3y ＾ 2 ・ (ψ3-ψ2) -K3y ・ ek3x ＾ 2・ (・ 3-ψ2) = 0 ・ ・ ・ In ″ · d (dψn ″ / dt) / dt + Ib · d (dψb / dt) / dt + Cn ″ x · ecn ″ y · (dxn ″ / dt−dxn ″ ′ / dt)- Cn "y.ecn" x. (Dyn "/ dt-dyn"'/ dt) -Cn'x.ecn'y. (Dxn' / dt-dxn "/dt)+Cn'y.ecn'x.(dyn '/ Dt-dyn "/ dt) + Kn" x.ekn "y. (Xn" -xn "') -Kn" y.ekn "x. (Yn" -yn "') -Kn'x.ekn'y (Xn'-xn ") + Kn'y.ekn'x. (Yn'-yn") + Cn "x.ecn" y @ 2. (D @ n "/ dt-d @ n"'/ dt) + Cn "y.ecn "X @ 2. (D @ n" / dt-d @ n "'/ dt) -Cn'x-ecn'y @ 2. (D @ n' / dt-d @ n"/dt)-Cn'y.ecn'x@2. (Dψn '/ dt-dψn "/ dt) + Kn" x ・ ekn "y ＾ 2 ・ (ψn" -ψn "') + Kn" y ・ ekn "x ＾ 2 ・ (ψn" -ψn ') -Kn'x ・ ekn'y ＾ 2 ・ (ψn'-ψn ") -Kn'y ・ ekn'x ＾ 2 ・ (ψn'-ψn") = 0 In' ・ d (dψn '/ dt) / Dt + Ib · d (dψb / dt) / dt + Cn′x · ecn′y · (dxn ′ / dt−dxn ″ / dt) −Cn′y · ecn′x · (dyn ′ / dt−dyn ″ / dt) + Kn'x.ekn'y. (Xn'-xn ") -Kn'y.ekn'x. (Yn'-yn") + Cn'x.ecn'y ＾ 2. (Dψn '/ dt-dψn "/ dt) + Cn'y ・ ecn'x ＾ 2 ・ (dψn '/ dt-dψn "/ dt) + Kn'x ・ ekn'y ＾ 2 ・ (ψn'-ψn") + Kn'y ・ ekn'x ＾ 2 ・(Ψn'-ψn ") Designed by structural analysis
A seismic isolation structure characterized by the following. 10.5.1.2.6. Gradient type with spherical isolation plate
In the case of a former sliding bearing, a structure to be seismically isolated and a seismically isolated structure
-Isolated slides provided between the supporting structure and the supporting structure
Bearings (slope-type restoring sliding bearings with spherical isolation plates)
Springs (including fixing devices) such as dampers and laminated rubber
A seismic isolation structure supported and seismically isolated by the configuration, wherein Rnx, R in the equation of motion of claim 249-13.
When ny (n = 1 · 2... n) is {(xb ＾ 2 + yb ＾ 2) ≦ L, 1 / Rnx = {1 / Rn '·} (x2 ＾ 2 + y2 ＾)
2))-1 / Rn ′ · {(x1 ＾ 2 + y1 ＾ 2)} /
(X2−x1) 1 / Rny = {1 / Rn ′ · {(x2 ＾ 2 + y2 ＾)
2))-1 / Rn ′ · {(x1 ＾ 2 + y1 ＾ 2)} /
(Y2-y1) where the coordinates (x1, y1) at time t and the coordinate at time t + Δt
It is assumed that the target is (x2, y2). The coordinates at time 0 are (0,
0). When √ (xb ＾ 2 + yb ＾ 2)> L, it is designed by performing structural analysis by setting 1 / Rnx = 0 1 / Rny = 0.
A seismic isolation structure characterized by: 11. Combinations of seismic isolation devices and material specifications 11.1. Combination of seismic isolation devices to prevent torsion during seismic isolation
Corresponding to diversity) 250. Each bearing for seismic isolation and restoration includes a sliding bearing (slip bearing, rolling bearing) having the same friction coefficient.
Alternatively, it is constituted by using a sliding bearing having a restoring performance by a gradient such as a mortar having the same friction coefficient and the same gradient or a spherical surface having the same friction coefficient and the same curvature (referred to as a gradient-type restoring sliding bearing). A seismic isolation structure characterized by becoming. In the seismic isolation structure according to claim 250, when a damper is used, as long as the damper is not located at the center of gravity of the structure to be seismically isolated, the rotation / torsion prevention device (10.
(See Reference). 11.2. Combination of seismic isolation devices to prevent resonance and torsion 11.2.1. No displacement suppression (1) Low tower-like ratio structure (does not float by wind etc.) Heavy structure (does not shake by wind) [250] A low tower-like ratio structure which does not float by wind etc. In the case of a heavy-weight structure that does not shake due to the wind, the seismic isolation device shall be constructed by arranging a linear slope type restoring sliding bearing having the same coefficient of friction and the same gradient as each bearing at each installation location. A seismic isolation structure characterized by the following. Light weight structure (swaying due to wind) 250-53. In the case of a low tower-like ratio structure that does not float due to wind or the like and a light weight structure that shakes due to wind, the same as each seismic isolation device and each bearing A seismic isolation structure characterized by comprising a linear gradient restoring sliding bearing having the same gradient as the coefficient of friction at each installation location, and arranging a fixing device and a rotation / torsion prevention device. (2) High tower-like ratio structure (floating by wind etc.) Heavy structure (not shaken by wind) 250--4. High tower-like ratio structure floating by wind etc. and not swinging by wind In the case of a heavy-weight structure, the seismic isolation device is constructed by providing a linear gradient restoring sliding bearing having the same coefficient of friction and the same gradient as each bearing at each installation location, and arranging a pull-out prevention device. A seismic isolation structure characterized by becoming. Light-weight structure (swaying by wind) Claim 250-5: In the case of a high tower-like ratio structure that floats by wind or the like and is a light-weight structure that shakes by wind, the same friction is used as a seismic isolation device and each bearing. A seismic isolation system characterized by providing a linear gradient restoring sliding bearing having the same gradient as the coefficient at each installation location, and arranging a fixing device, a rotation / torsion prevention device, and a pull-out prevention device. Structure. 11.2.2. Displacement suppression (1) Low tower-like ratio structure (does not float by wind etc.) Weight structure (does not shake by wind) [250] A low tower-like ratio structure which does not float by wind etc. In the case of a heavy structure that does not swing due to the wind and suppresses displacement, as a seismic isolation device, a linear gradient type restoring sliding bearing having the same coefficient of friction and the same gradient as each bearing is provided at each installation location, A seismic isolation structure characterized by comprising a damper and a rotation / twist prevention device. Light-weight structure (swaying by wind) Claim: 250-7. A low tower-like ratio structure that does not float by wind or the like and a light-weight structure that shakes by wind. As a device, a linear gradient type restoring sliding bearing having the same coefficient of friction and the same gradient as each bearing is provided at each installation location, and the fixing device, the rotation / twist prevention device, and the damper are arranged. A seismic isolation structure characterized by the following. (2) High tower-like ratio structure (floating by wind etc.) Heavy structure (not shaken by wind) 250-80. High tower-like ratio structure floating by wind etc. and does not shake by wind In the case of a heavy structure, if displacement is to be suppressed, a linear gradient restoring sliding bearing with the same coefficient of friction and the same gradient shall be provided at each installation location as a seismic isolation device, and a pull-out prevention device A seismic isolation structure characterized by comprising a damper and a rotation / twist prevention device. A light-weight structure (swaying by wind) A high-rise tower-like structure that floats by wind or the like and a light-weight structure that shakes by wind, and in the case of suppressing displacement, a seismic isolation device As each bearing, a linear gradient type restoring sliding bearing having the same coefficient of friction and the same gradient is provided at each installation location, and a fixing device, a rotation / torsion prevention device, a pull-out prevention device, and a damper are arranged. A seismic isolation structure characterized by: 11.3. Combination of seismic isolation devices considering safety in case of excessive displacement 11.3.1. Combination 1 of seismic isolation device considering safety in case of excessive displacement. Use of damper with stopper in case of excessive displacement, or disengagement with damper with stopper in case of excessive displacement. A seismic isolation structure characterized by being used in combination with prevention (seismic isolation bearings with detachment prevention, detachment prevention device). 12. New laminated rubber spring, restoration spring 12.1. New laminated rubber and spring 251. A hard plate having a hole at the center thereof is provided between a structure to be seismically isolated and a structure supporting the structure to be seismically isolated, and a spring or the like is provided at the center thereof. A structure that is constructed by inserting an elastic body such as rubber or a magnet, and that supports a structure that is isolated from the uppermost hard plate and a structure that is isolated from the lowermost hard plate A seismic isolation device, and a seismic isolation structure using the same. 12.2. Restoration spring 252. A structure to be seismically isolated or provided with a spring or rubber between a structure to be seismically isolated and a structure supporting the structure to be seismically isolated. One of the supporting structures is provided with an insertion opening having a flared shape such as a mortar shape or a trumpet shape or an insertion hole having a roller, and an end of the spring or rubber is engaged in the insertion opening. A seismic isolation device characterized in that an opposite end of a spring, rubber, or the like is configured to be engaged with the other of the seismically isolated structure or the structure that supports the seismically isolated structure. ,
Also seismic isolation structure by it. B. Seismic isolation device and structural law 13. Structural design method using seismic isolation structure 13.1. High-rise buildings and structures 253. In a high-rise building / structure, a sliding-type seismic isolation device / sliding bearing is used as a seismic isolation device, and particularly a rolling-type sliding bearing is adopted. A seismic isolation structure characterized by having a structure having: 13.5. Conventional detached house 254. Reinforcement of the base around the fixing device is performed by bracing, and reinforcement of the other parts is performed by laying a structural plywood or the like over the entire surface of the base (horizontal member on the foundation). A seismic isolation structure characterized by comprising a base (horizontal member) or standing pillars to form a support structure for the seismic isolation device and sliding bearing. 14． Seismic isolation device design and seismic isolation device arrangement 14.2. Seismic isolation device placement with limited restoration device placement 255. A seismic isolation structure characterized by comprising a restoring device or a fixing device at one or more locations near or at the center of gravity of the structure to be seismically isolated. 14.1. Design of seismic isolation device (1) Design of restoration capacity of restoration device 256. A seismic isolation structure characterized by being provided with a restoring device having a minimum restoring force capable of returning the structure to be isolated to an original position after an earthquake. 15. Rationalization of seismic isolation device installation and foundation construction 15.1. Rationalization of seismic isolation device installation and foundation construction 257. A seismic isolation device / sliding bearing is provided on the solid foundation or the cloth foundation and the ground, and a gap is created by filling the gap between the solid foundation or the cloth base with plastic such as styrofoam soluble in organic solvent or plastic soluble in water. A seismic isolation structure comprising a concrete slab, and a space formed by dissolving a gap between plastics with an organic solvent or water when the concrete is hardened. 15.2. Rationalization of installation of seismic isolation devices 258. A double seismic isolation plate device in which upper and lower plates are integrated by a fastener or the like is installed at an anchor bolt position of a foundation, first fixed to a base, and then a gap formed between the foundation and the base. Is filled with non-shrink mortar, and after the non-shrink mortar is hardened, an anchor bolt between the foundation and the seismic isolation device is tightened. 15.3. Maintain horizontality of sliding seismic isolation device 259. A seismic isolation device characterized in that the seismic isolation device / sliding bearing is installed so as to be inclined so as to be lower toward the inside or the center of gravity of the structure to be seismically isolated and higher toward the outside. body. 16. Method of installing seismic isolation device on superstructure base or foundation 16.1. In case of unit construction 260. Stable (rigid contact) with one unit
A seismic isolation structure characterized by being mounted so as to protrude from the unit so as to support the adjacent unit (if having an adjacent unit). 17． combination 261. A seismic isolation device or a seismic isolation structure formed by combining the seismic isolation devices of claims 1 to 260. 18. Seismic isolation equipment 18.1. Seismic isolation drainage equipment (1) General 262. A drainage facility for ensuring flexibility between a structure to be seismically isolated and a structure to support the structure to be seismically isolated, provided in the structure to support the structure to be seismically isolated. A seismic isolation structure facility, or a seismic isolation structure formed therefrom, comprising: a drainage basin, and a drainage pipe protruding into the seismic isolation side. (2) Double (or more) drainage basin method 263. A drainage system which guarantees flexibility between a structure to be seismically isolated and a structure to support the structure to be seismically isolated, provided in the structure to support the structure to be seismically isolated. A drain basin, an intermediate drain basin having a drain pipe protruding into the drain basin, and a drain pipe on the side of the seismically isolated structure protruding into the intermediate drain basin. Structural equipment or seismic isolation structure.