JPH10246030A - Base isolation device, slippage support or base isolation structure - Google Patents

Abstract

PROBLEM TO BE SOLVED: To lower a coefficient of friction of upper and lower sliding materials, enlarge a contact area of mutual slippage surfaces, and enhance a transmission ability of vertical loads by providing a middle slippage portion between the upper member having a recessed slippage surface portion and plane slippage surface portion and the upper and lower sliding member. SOLUTION: In a crisscross base isolation/slippage support, a cylindrical middle slippage portion 6 is provided between the upper sliding member 4-a having a downward recessed slippage surface portion and plane slippage surface portion and set on a structure 1 to be isolated and the lower sliding member 4-b set on a structure 2 for supporting the structure 1 to be isolated. Also, a roller bearing or ball bearing can be provided at the upper surface, lower surface, and side surface position to be contiguous with the upper sliding member 4-a of the middle slippage portion 6 and lower sliding member 4-b. The roller or ball bearing is formed to circulate by a circulation rolling guide.

Description

DETAILED DESCRIPTION OF THE INVENTION

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic isolation device and a sliding bearing (slip bearing, rolling bearing) (hereinafter, the seismic isolation device and the sliding bearing are referred to as "seismic isolation / sliding bearing"). The sliding bearing is provided between the structure and the structure that supports the structure. It is provided between the structures. The seismic isolation device invented here can of course be used and applied as a sliding bearing.

2. Description of the Related Art The present inventors and applicants have disclosed in Japanese Patent Nos. 1844024 and 2575283 a seismic isolation system (gravity restoration type seismic isolation and sliding bearing) and a seismic isolation system (seismic isolation system). The invention of the slip bearing), the pull-out prevention device (pull-out prevention device / slip bearing), the fixing pin device (wind-swing fixing device), and the prevention device of the detachment, and the invention of where to place the seismic isolation device in Patent No. 2504945 In addition, Japanese Patent No. 1778741 invents a vertical support system using a tensile member. The present invention relates to an improved invention thereof and a new seismic isolation device or an invention of a sliding bearing. Patent No. 1844024 and patent
No. 2575283 was a form in which various devices were combined to exhibit a perfect function as a seismic isolation device. In that case, space is required for the individual installation of various devices, and even if the labor costs such as installation are taken into consideration, a single device that satisfies all functions does not take up space and is cheap, There is often no waste including materials. Also, considering the transmission of the load to the foundation at the column position, it is better to combine all the devices because of the limited position of the column position. 1. Cross-shaped seismic isolation / slip bearing, cross-gravity recovery type seismic isolation
Sliding bearings The seismic isolation restoration devices of Patent Nos. 1844024 and 2575283 consider the recovery performance in all directions, and are designed to restore the gravity to the gravity that consists of a seismic isolation plate having a concave-shaped sliding surface such as a mortar or a spherical surface. It was an earthquake restoration device. The lower and upper seismic isolation plates take up space, and there is a problem with supporting strength when force is applied to the structure and the part that protrudes from the foundation. The smaller the area of the protruding part is, the better It is. It was desired to solve such a problem. In addition, there was a need for a solution to the problem of backlash due to play due to vertical displacement at the time of amplitude, which is characteristic of gravity restoration type, and a function to absorb the impact at the time of pulling out. In addition, a reduction in the coefficient of friction as a sliding bearing was required to be combined with a pull-out prevention device. 2. Improvement of pull-out prevention device / sliding bearing 2.1. Pull-out prevention device / sliding bearing with restoring / damping spring For the pull-out preventing device of Patent 1844024, a device that has a restoring / damping function was required. In addition, it was required to prevent or prevent the seismic isolation plate from coming off. 2.2. Laminated Rubber / Rubber / Spring Prevention Device / Spring Bearing A composite of the anti-pull device of Patent No. 1844024 and laminated rubber / rubber / spring was required. There was a need to solve the problems of the lack of the laminated rubber to cope with the pulling force and the buckling of the laminated rubber (the laminated rubber having a height higher than the bottom). 2.3. Enhancement of pull-out prevention function It is also desirable to further enhance the pull-out prevention function of the pull-out prevention device of Patent No. 1844024. 2.4. New pull-out prevention device and sliding bearing A different form of the pull-out prevention device of Patent No. 1844024 was also required. In addition, a compact pull-out prevention device has been required. Further, a combination of the pull-out preventing device and the restoring device has been required. 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. Gravity restoration type seismic isolation / absorption device for vertical displacement at the time of amplitude of sliding bearing Solving the problem of play due to play due to vertical displacement at the time of amplitude of the seismic isolation recovery device used in combination with the pull-out prevention device of Patent No. 1844024 In addition, a function to absorb the impact at the time of pulling out due to this was required. 2.7. Pull-out prevention device and intermediate sliding portion (sliding portion) of the sliding bearing It was required to reduce the friction coefficient generated between the upper and lower sliding members of the pull-out prevention device and the sliding bearing of the invention of Patent No. 1844024. 2.8. Pull-out prevention device and intermediate sliding portion of the sliding bearing (roller and ball bearing) It was required to reduce the friction coefficient generated between the upper and lower sliding members of the pull-out prevention device and the sliding bearing of the invention in Patent No. 1844024. . 2.9. Improvement of pull-out prevention device / sliding bearing It was required to reduce the horizontal dimension of the pull-out prevention device / sliding bearing of the invention of Japanese Patent No. 1844024, and it was also required to be used as a rolling bearing. 3. Improvement of damper function of sliding type seismic isolation and sliding bearings and improvement of initial sliding Sliding type seismic isolating devices and sliding bearings such as the seismic isolation device and the seismic isolation restoration device of Patent No. 1844024 and Patent No. 2575283,
It was necessary to improve the initial sliding and to reduce the amplitude during the earthquake. As a problem of the sliding type seismic isolation device, the amplitude was suppressed by increasing the friction coefficient, but the initial dynamic acceleration was increased. Conversely, when the friction coefficient was small, the initial dynamic acceleration was small, but the amplitude was large. . Therefore, a damping device that solves such a problem is required. That is, there is a demand for a damping device that has a small initial motion acceleration and a high seismic isolation sensitivity, but suppresses a certain amplitude or more. 4. Double (or more) seismic isolation plates Seismic isolation and sliding bearings The seismic isolation plates of the patents 1844024 and 2575283 and the seismic isolation restoration device were required to be smaller, and their sealing was also required. In addition, the friction performance between the seismic isolation plate and the sliding portion should be improved, and the contact area should be as large as possible. In addition, integration with a restoring device and a pull-out prevention device was also required. 5. Improvement of gravity-restoring seismic isolation / sliding bearing 5.1. Improvement of sliding part of gravity-restoring seismic isolation / sliding bearing Patent 1844024 and Patent 2575283 It is desirable to make the contact area as large as possible and to keep the contact area unchanged even at the time of amplitude. Also, I want to improve the sliding performance. Also, I want to make the swing angle steep. 5.2. Vertical displacement absorption type gravity recovery type seismic isolation and sliding bearing It was necessary to absorb vertical displacement caused by the movement of the plate by the seismic isolation recovery device. 6. New gravity restoring seismic isolation device A long-life restoring device that is not a spring or rubber is required. In addition, Japanese Patent No. 1844024 and Patent No. 2575283 seismic isolating device without vertical displacement (gravity restoring seismic isolation and sliding bearing) Was required. In addition, there is a need for a restoring device that has better seismic isolation performance and greater ability to eliminate residual displacement after an earthquake than a spring-based restoration control. 7. Vertical seismic isolation device The need for a vertical seismic isolation device that can absorb the vertical motion of the earthquake following the Great Hanshin Earthquake is required. 8. Fixed pin device Also, detailed specifications of the fixed pin device of Patent No. 2575283 were required. In the Great Hanshin Earthquake, piles were often destroyed even though the buildings were safe. A coping method should be considered. 9. Rationalization of Seismic Isolation Device Installation and Construction of Foundation Sections For detached seismic isolation devices, particularly low-cost simple type seismic isolation devices are required. Because of the need to separate the structure to be isolated from the structure that supports it, a beam on the first floor and the floor supported by it were needed, and how to make it cheaper was also an issue. In addition, it was necessary to solve a construction method in which the difference in the construction method of the prefabricated structure, the conventional structure, and the 2 × 4 superstructure was not a problem, and a problem of lack of rigidity as the superstructure. Also, regardless of whether it was for single-family homes, a rationalization method was required for the installation of seismic isolation devices and the construction of foundations. 10. Design of Seismic Isolation Device Layout and Restoration Capacity of Restoring Device The contents concerning the layout of the sliding type seismic isolation device and the design of the restoring capability of the restoring 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. 11. Improvement of laminated rubber In addition, conventional laminated rubber has problems of adhesion between steel and rubber, difficulties in the manufacturing method in which steel and rubber are adhered and stacked, problems with pressure resistance, and fire prevention. Therefore, a method for solving these problems with a simpler manufacturing method has been desired. 12. Restoring spring Installing a spring vertically can provide restoring performance in any horizontal direction, but poor restoring force due to slight horizontal displacement. A way to solve that problem was desired. 13. Structural design method using seismic isolation structure Using the seismic isolation device and structure described above, a specific method of designing the structure of a building 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 significantly during a wind. A method for solving this problem by using a seismic isolation device was desired. 13.2. Buildings and structures with a high tower-to-ratio ratio
No seismic isolation system was used for high tower buildings and structures. A way to solve this problem was desired. 13.3. Lightweight buildings and structures Conventional rubber bearings do not extend the natural period and are not seismically isolated, so no seismic isolation device was used for lightweight buildings and structures. A way to solve this problem was desired.

[Means for Solving the Problems] The present invention has been described above.
It solves such problems and issues. 1. Cross-shaped seismic isolation / slip bearing, cross-gravity recovery type seismic isolation
Sliding bearing 1.1 Cross-shaped seismic isolation / sliding bearing
Sliding bearing Seismic isolation device of Patent No. 1844024 (the specification of Patent No. 1844024)
(Figs. 8-9)
(Hereinafter referred to as "cross-shaped seismic isolation and sliding bearing"). Patent 184
4024 seismic isolation restoration device with unidirectional seismic isolation plate (patent
Figure 1 to 4 in the specification of 1844024)
Concave shape one-way seismic isolation restoration device to provide performance
To cross each other and engage (hereinafter referred to as “cross gravity restoration type”).
Seismic isolation and sliding bearings). Same as cross-shaped seismic isolation and sliding bearing
In this way, the material is saved. Claim 1 claims
It is clear. 1.2.Cross-type seismic isolation / slip bearing, cross-gravity restoration type seismic isolation / sliding
Intermediate sliding part of the bearing Cross-shaped seismic isolation / sliding bearing, cross-gravity recovery type seismic isolation / sliding
Lower the coefficient of friction of the upper and lower slide members of the bearing,
An intermediate sliding section is provided to increase the contact area between the sliding surfaces.
Claim 2 is the invention. Also,
The upper sliding member and the lower sliding member of the intermediate sliding part
Roller or ball bearing in the upper and lower positions where it touches
In some cases. 1.3. Cross gravity restoring type pull-out prevention device / sliding bearing The invention described in claims 1 and 2 is disclosed in Japanese Patent No.
Pull-out prevention device (Fig. 10 ~
(Fig. 11) can be integrated, preventing pull-out.
To enable seismic isolation devices that can be restored
"Gravity restoration type pull-out prevention device / slip bearing"). Contract
Claim 3 is the invention. Amplitude peculiar to gravity restoration type
Solving the rattling problem due to play for vertical displacement
And the problem of impact when pulling out
Make the guide hole concave downward, and insert the slide hole
The lower part of the lower member
The upper part of the upper member sandwiching the sliding hole of the material has an upward concave shape
Similarly, slide the slide hole of the lower slide member upward.
Concave shape, upper and lower slide members slide on each other
Is solved. Claim 4 is the invention.
You. Also, lower the friction coefficient of the upper and lower slide members,
Intermediate sliding part to increase the contact area of mutual sliding surfaces
In addition, an intermediate sliding part with rollers and ball bearings
Provide. Claim 3 (the seismic isolation device / sliding support according to claim 2)
In the following, ... is the invention. 2. Improvement of pull-out prevention device / sliding bearing 2.1. Pull-out prevention device / sliding bearing with restoring / damping spring The invention described in claims 5 to 6-3 is described in Japanese Patent No. 1844024.
In the slide hole of the pull-out prevention device, for restoration and damping
A horizontal spring (including air spring) is provided to restore or attenuate
Was given. In addition, this spring (including air spring) and rubber
Is in contact with the other engaged slide member.
In addition, due to the configuration provided halfway,
Seismic vibration that may cause the sliding part to come off the sliding surface of the shaking dish
The suppression works only on the width, and the seismic amplitude of the size of the seismic isolation plate is
The effect does not decrease the seismic isolation performance of the seismic isolation device
Fruit is obtained. Also, the spring constant changes in two steps.
The step spring is a two-step spring setting of a restoration spring and a detachment prevention spring.
A number of springs are provided, and the size of the seismic isolation
Restoration springs mainly act on the earthquake amplitude to restore to the original position.
It has the effect that the sliding part can come off from the sliding surface of the seismic isolation plate.
At the time of a possible earthquake amplitude, the release prevention spring works,
The restraint works to prevent the seismic isolation plate from coming off. Also conical carp
The spring constant changes steplessly according to the displacement of the spring, etc.
By using a spring, the sliding part can be
Stronger suppression works for earthquake amplitudes that may deviate
To prevent the seismic isolation plate from coming off. In addition, the spring constant
3 levels, 4 levels, between floors and no steps, changing to multiple levels
Some have spring constants. The invention of claim 6-2.
Are their inventions. 2.2. Laminated rubber / Rubber / Pull-out prevention device with spring / Slip support
The invention described in claim 7 is a reference to the invention described in Japanese Patent No. 1844024.
Laminated rubber, spring (including air spring), etc.
It is a composite. Solution for preventing pull-out force of laminated rubber
And at the same time, the anti-pull-out device
The buckling of the laminated rubber itself (the height
It also solves the problem of high laminated rubber). This allows
Large displacement cannot be handled unless the width of the laminated rubber is increased.
To solve the problem of the laminated rubber itself.
It allows for more compact and lower cost. 2.3. Enhancement of pull-out prevention function The invention described in claims 8 to 9 was developed in Japanese Patent No. 1844024.
In order to reinforce the pull-out force of the bright pull-out prevention device,
At the center of the lower and lower slide members, remove the engaging material
It is constituted by attaching. 2.4. New pull-out prevention device / slip bearing (1) New pull-out prevention device / slip bearing The invention described in claim 10 is the invention of Patent No. 1844024.
Upper and lower slurs without slide holes of pullout prevention device
Attach the engaging material that penetrates them at the center of the
And it corresponds to the pull-out force. (2) New pull-out prevention device and sliding bearing The invention described in claims 10-2 to 10-3 is a new pull-out prevention device.
The prevention device and the slide bearing are shown. Claim 10-2
The invention of the above is a case where the pull-out mechanism is single, and
Therefore, supporting the seismically isolated structure and this seismically isolated structure
Between the structure and the
It has a slide member, and the inner slide member slides horizontally.
Enclosed in the outside slide member with room for guiding
And between the inner slide member and the outer slide member.
One on the seismically isolated structure and the other on the seismically isolated structure.
A field constituted by providing a structure supporting a structure
It is. In the invention according to claim 10-3, the pull-out mechanism has two
A structure that is heavy and is seismically isolated by the seismic isolation device
Between the structure supporting the seismically isolated structure
A plurality of sliding members provided in a wrapping relation
The innermost sliding member can slide horizontally.
With room to be wrapped in the outer slide member,
This second sliding member has enough space to slide horizontally.
With the ground, wrapped in the slide member outside,
And at the same time as the innermost slide member.
Replace one of the extra slide members with the seismically isolated structure
One on the structure supporting this seismically isolated structure.
This is the case where it is composed of (3) New pull-out prevention device / sliding bearing (with spring) The invention according to claim 10-5 is the new pull-out prevention device.
Claim 10: A case in which a restoring spring is attached to the sliding bearing.
-Seismic isolation device and sliding bearing smell described in paragraphs 2 and 10-3
Between the inner slide member and the outer slide member.
Give restoring force by providing il spring and leaf spring
This is the case when it is configured. 2.5. Gravity recovery type pull-out prevention device / sliding support (1) Gravity recovery type pull-out prevention device / sliding support
For the anti-pull-out device, a seismic isolation restoration device according to patent 1844024
It is a composite. (2) Gravity restoration type pull-out prevention device / slip bearing
An anti-gravity restoring type of an anti-sliding device and a sliding bearing, and wherein the anti-sliding bearing is of a gravity rest type.
For seismic isolation devices and sliding bearings described in paragraphs 0-2 and 10-3
Of the inner and outer slide members in a wrapping relationship
The outer slide member has a concave slide surface and the inner slide
The sliding member is configured to slide on the concave sliding surface.
This is the case. (3) Gravity restoration type pull-out prevention device / slide bearing (with spring
The invention according to claim 10-5 provides the gravity restoring type drawing.
When the restoration spring is attached to the anti-skid device and the sliding bearing,
In the seismic isolation device / slide bearing according to claim 10-4,
A coil is provided between the inner slide member and the outer slide member.
Composed with a restoring force by providing springs and leaf springs
This is the case. 2.6. Absorption of vertical displacement during gravity recovery type seismic isolation / slip bearing amplitude
Apparatus The invention according to claim 12 is an apparatus according to the invention of Patent No. 1844024.
Insert the other slide into both slide holes of the pull-out prevention device.
Attach a member such as a plate that holds the guide member with a spring etc.
Amplitude of gravity-restoring seismic isolation and sliding bearings used together
Rattling due to play due to vertical displacement when pulling out
Absorb the shock of time. In addition, gravity recovery type seismic isolation and sliding bearing
The upper and lower slide members have the same gradient as the curvature of
There is also a configuration-based method. 2.7. Pull-out prevention device and intermediate sliding part (slip)
The invention described in claim 12-2 was disclosed in Japanese Patent No. 1844024.
Light pull-out prevention device, upper and lower slide parts of sliding bearing
In order to reduce the friction coefficient generated between
Intermediate sliding part (sliding part) or roller between ride members
・ To provide an intermediate sliding part with ball bearings
It is composed of: 2.8. Pull-out prevention device and intermediate sliding part of the sliding bearing (roller
・ Ball bearing) The invention described in claim 12-3 is disclosed in Japanese Patent No. 1844024.
Light pull-out prevention device, upper and lower slide parts of sliding bearing
In order to reduce the friction coefficient generated between
Roller and ball bearing between ride members
It is configured by providing an intermediate sliding portion. 2.9. Improvement of pull-out prevention device and sliding bearing The invention described in claims 12-4 to 12-8 is described in Japanese Patent No. 18440.
The horizontal dimension of the pull-out prevention device and the sliding bearing of the invention in No. 24
This is to make it smaller. Claim 12-4.
The invention is an elongate open sideways between the upper and lower slide members.
Providing an intermediate slide member having a slide hole opened,
The upper slide member and the middle slide member are
Ride member and lower slide member cross each other
In the opposite direction to engage with both slide holes so that they can slide.
It is what was constituted. The invention according to claim 12-5.
Is the lower member that constitutes the upper slide member, and the lower slide
One of the upper members that make up the member, or both,
Horizontal while being restrained up and down with respect to the lower slide member
It is configured to slide in
The invention described in claim 12-6 to claim 12-7 is described in claim 12-5.
In addition to the above-described invention, a lower part constituting an upper slide member
The upper part of the upper member that constitutes the lower slide member on the upper part of the material
With a hole in the sliding direction
In the intersecting hole of the material, have a ball bearing and roll
It is also used as a bearing. A source according to claim 12-8.
Akira has a narrow and narrow opening between the upper and lower slide members.
An intermediate slide member having a slide hole is provided.
Part slide member and intermediate part slide member, the intermediate part
The slide member and the lower slide member cross each other
Direction, can be engaged with both slide holes and slide
And the lower member constituting the upper slide member, the lower member
Either of the upper member constituting the part slide member, or
Both are restrained up and down with respect to the upper and lower slide members.
It is configured to slide horizontally while moving. 3. Improvement of damper function for sliding seismic isolation and sliding bearings and first sliding
3.1. Change in friction coefficient In order to improve the initial sliding of the earthquake,
Therefore, the coefficient of friction at the center is reduced. Also, reduce the amplitude
To reduce friction on the sliding surface of the seismic isolation plate.
Increase the coefficient. Combine both, the sliding surface of the seismic isolation plate
In the part, the coefficient of friction at the center is small,
Increase the peripheral friction coefficient. By doing so,
The initial acceleration of the quake can be reduced, and the amplitude exceeds a certain level
Is more effectively suppressed. In addition,
The sliding surface gradually changes from the center to the periphery.
There is a way to gradually increase the coefficient of friction.
There is also a method of gradually increasing the size. Claim 1
No. 3 is the invention. Also, a viscous damper etc. and a spring
・ Friction is easily damped by friction coefficient compared to rubber etc.
Not only can it be changed, but the damping effect after the earthquake is great.
Friction is constant regardless of speed
When the vibration speed after the earthquake weakens, the damping effect
The fruit grows and decays quickly. Conversely, viscous damper
Etc. are proportional to speed, and springs / rubber etc. are proportional to amplitude
Therefore, even after the earthquake, it becomes an asymptotic curve,
Does not decay. 3.2. Change in surface curvature In gravity-restoring seismic isolation and sliding bearings,
To increase the curvature at the center and decrease the curvature at the periphery.
Make it a seismic isolation plate. For earthquakes of a certain amplitude or more
It has the effect of preventing the seismic isolation plate from coming off. Contract
The invention of claim 14 is the invention. 4. Double (or higher) seismic isolation plate seismic isolation / sliding support 4.1. Double (or higher) seismic isolation plate seismic isolation / sliding support 4.1.1. Double (or more) seismic isolation plate seismic isolation / sliding support Supported and seismically isolated to reduce height
Seismic isolation plates for both the supporting structure and the supporting structure
Attach and make the seismic isolation plate double up and down (double seismic isolation plate). this
The upper and lower double seismic isolation plates are seismically isolated and the sliding bearings are flat
Sliding between seismic isolation plates, flat sliding surface and concave curved surface
When sliding between seismic isolation plates with a slip surface, concave shape
This is different from the case of sliding between the seismic isolation plates on the sliding surface. Plane and concave
When sliding between seismic isolation plates with a curved surface, and
When sliding with a technician, place an intermediate slide between the upper and lower
I need. This double seismic isolation plate seismic isolation and sliding bearing is patent 1
Seismic isolation device with sliding part and seismic isolation plate of 844024
Compared to the original device, the area of one seismic isolation plate is almost 1
At / 4, it can be adjusted up and down by about 1/2. Also,
With the same size seismic isolation plate,
Time tightness is also obtained. Also, of course, three or more seismic isolation plates
Seismic isolation and sliding bearings are also possible. Claims 15 and 16
Is the invention. 4.1.2. Mie (or more) seismic isolation plate with pull-out prevention
Bearing Mie with upper, middle and lower seismic isolation plates
Upper seismic isolation plate, middle seismic isolation for seismic isolation plates and sliding bearings
Connect the plate with the slide member (x-axis direction = horizontal direction),
Connect the middle seismic isolation plate and the lower seismic isolation plate with a slide member (y
(Axial direction = horizontal direction), upper seismic isolation plate, middle seismic isolation
The plate and the lower seismic isolation plate are interconnected (z-axis direction = vertical direction)
Direction), can cope with the pulling force. Also, quadruple or more seismic isolation plate
Seismic and sliding bearings are also conceivable. Claims 17-18
Is the invention. 4.2. Double (or more) seismic isolation plate with middle sliding part
4.2.1. Intermediate sliding part (single) 4.2.1.1. Intermediate sliding part The sliding intermediate sliding part and roller
A roller bearing type intermediate slide is conceivable. At the top
A downward facing or concave curved seismic isolation plate and an upward facing lower surface
It also consists of a concave curved seismic isolation plate, upper seismic isolation plate and lower seismic isolation plate.
Intermediate sliding part (sliding type or roller
Roller and ball bearings
The intermediate sliding part (sliding type) is sandwiched between
Roller board between shaking plate, lower seismic isolation plate and intermediate slide
Ru bearing is sandwiched. In addition, three or more
In some cases, it may be inserted between each seismic isolation plate. Claim 1
9 is the invention. 4.2.1.2. Intermediate sliding part (sliding type) 4.2.1.1. Double restoration seismic isolation plate with intermediate sliding part
(Concave curved seismic isolation plate)
Convex type with the same curvature (spherical) ratio as the concave seismic isolation plate and upper part
The concave concave seismic isolation plate and the convex type with the same curvature (spherical) ratio match.
The upper and lower recessed seismic isolation plates and upper
It is constructed by sandwiching it between a concave seismic isolation plate. This
In the case of, even if there is only one intermediate sliding part,
The contact area of the upper plate, the intermediate plate, the lower plate and the intermediate plate
The same area can be obtained for both parts even during vibration. Claim 20
Is the invention. 4.2.1.3. Intermediate sliding part (rolling type) It has a spherical surface and a mortar-shaped sliding surface part that is concave upward and concave.
Seismic isolation plate and lower upward concave spherical or mortar-shaped sliding surface
And a ball sandwiched between these plates
With bearings and this upper downward concave sliding
The seismic isolation plate with a surface part faces upward on the structure to be isolated.
A seismic isolation plate with a seismic isolation plate having a concave sliding surface
Seismic isolation device constructed by providing it on a structure that supports
・ It is a sliding bearing. Especially in the case of a mortar-shaped seismic isolation plate
, The bottom of the mortar, the spherical shape of the ball bearing curvature
And the mortar should be formed in contact with it. This
Due to the fact, despite the mortar shape, with ball bearing
The contact area of the seismic isolation plate can be increased, and the pressure resistance can be increased.
You. This is a ball bearing that is worried over time
And the bite into the seismic isolation plate can be minimized. I mean,
The problem is that during normal times (including during small earthquakes with small displacements)
The ball bearing and seismic isolation plate are usually used
This is because the contact area can be increased. Claim 20-2
Is the invention. In addition, the concave valley surface of concave top
Isolation plate with V-shaped trough-shaped sliding surface and downward upward
It has a concave concave cylindrical trough or V-shaped trough.
In case of seismic isolation plates and rollers sandwiched between these seismic isolation plates
The same is true. Claim 20-3 is the invention. 4.2.2. Double intermediate slides In 4.2.1.1.
The intermediate sliding section with the ring is the first intermediate sliding section and the second intermediate sliding section.
And one of the concave upper and lower seismic isolation plates
It has a convex with the same spherical ratio as the concave, and the convex
The opposite part is the first intermediate sliding part with a convex spherical shape and the opposite part.
It has a concave shape with the same spherical ratio as the convex spherical surface of the pair, and
The other side of the concave base is the upper and lower concave base
Of a shape with a convex spherical surface with the same spherical ratio as the concave shape of
A first intermediate sliding portion and a second intermediate sliding portion.
Part by inserting it into the upper and lower concave seismic isolation plates.
Configure. Claim 21 is the invention. 4.2.3. Triple intermediate slide part 1 In 4.2.1.1.
The intermediate sliding section with the ring is the first intermediate sliding section and the second intermediate sliding section.
Divided into the intermediate sliding part and the third intermediate sliding part, upper and lower concave type
Has a convex shape with the same sphere ratio as one concave shape of the seismic isolation plate,
And the opposite part of the convex shape is the first middle of the shape with a concave spherical surface
Convex with the same spherical ratio as the sliding part and the concave spherical surface on the opposite part
It has a shape and the opposite part of the convex shape has a convex spherical surface
And the same spherical surface as the second intermediate sliding part
And the opposite part of the concave
It has the same spherical ratio as the other concave type of the lower concave seismic isolation plate
A third intermediate sliding portion having a shape with a convex spherical surface is provided.
Raise the intermediate slide, the second intermediate slide and the third intermediate slide
And a concave seismic isolation plate below.
You. Claim 22 is the invention. 4.2.4. Triple intermediate sliding part 2 In 4.2.1.1.
The intermediate sliding section with the ring is the first intermediate sliding section and the second intermediate sliding section.
Divided into the intermediate sliding part and the third intermediate sliding part, upper and lower concave type
Has a convex shape with the same sphere ratio as one concave shape of the seismic isolation plate,
And the opposite part of the convex shape is the first middle of the shape with a convex spherical surface
A concave with the same sphere ratio as the sliding part and the convex spherical surface on the opposite part
It has a mold and the opposite part of the concave has a concave spherical surface
Of the second intermediate sliding part and the same spherical surface as the concave spherical surface of the opposite part
Has a convex shape, and the opposite part of the convex shape is
It has the same spherical ratio as the other concave type of the lower concave seismic isolation plate
A third intermediate sliding portion having a shape with a convex spherical surface is provided.
The intermediate sliding section, the second intermediate sliding section and the third intermediate sliding section are
And a concave seismic isolation plate below.
You. Claim 23 is the invention. 4.2.5. Double (or more) seismic isolation with intermediate sliding part with restoring spring
Plate seismic isolation / sliding support 4.2. Intermediate sliding part double (or more) seismic isolation plate seismic isolation / sliding
In each device of the bearing, the middle sliding part, the upper seismic isolation plate,
The seismic isolation plate is connected with a spring to provide restoring force,
It has functions. Claim 23-2 is the invention.
You. 4.3. Double (or more) free with rollers and ball bearings
Roller or ball bearing between the seismic isolation plates of 4.1.1. To 4.1.2.
By inserting 5-e and 5-f such as rings, low friction coefficient
The bottom is measured and high seismic isolation performance is obtained. Claim 24
That is the invention. 4.4. Double (or more) seismic isolation plate with seal or dust cover
The whole circumference around the side of the double (or more) seismic isolation plate above
Seal with a seal or dust-proof cover that allows shaking
It constitutes by doing. Claim 24-2 is the invention.
is there. 5. Improved type of gravity-restoring seismic isolation / sliding bearing 5.1. Improvement of sliding part of gravity-restoring seismic isolation / sliding bearing 5.1.1. Intermediate sliding part That
The opposite part of the convex type is an intermediate sliding part with a concave spherical surface.
With an intermediate sliding part with roller and ball bearings,
A convex type having the same spherical ratio as the concave spherical surface of the intermediate sliding portion.
The intermediate sliding part is a concave seismic isolation plate.
It is constructed by inserting it into the sliding part. Claim 25
Is the invention. 5.1.2. Double intermediate sliding part It has a convex shape with the same spherical ratio as the concave shape of the seismic isolation plate, and
The opposite part of the convex type is the first intermediate sliding part with a convex spherical shape.
First intermediate slide with roller and ball bearings
And a concave type with the same spherical ratio as the convex spherical surface on the opposite side
And the opposite part of the concave shape is a second shape having a convex spherical surface.
No. with intermediate slides and roller / ball bearings
A convex ball having a second intermediate sliding portion;
It has a sliding part with a concave shape having the same spherical ratio as the surface,
Connect the first and second intermediate slides with a concave seismic isolation plate.
It is constructed by inserting it into the ridge. Claims 26-2
7 is the invention. 5.2. Gravity restoration type seismic isolation / sliding support of vertical displacement absorbing type of sliding part
The vertical displacement of the sliding part caused by the movement of the plate by the seismic isolation
Vertically elastic at the top of the slide to absorb
Add a spring (including air spring), rubber, etc.
Hold down the spring with the cut holding material. With that spring, the plate
Absorbs vertical displacement of the sliding part due to the movement of The hold
By tightening or loosening the material in the screw direction,
The original / decay rate can be changed. In addition, the residual displacement after the earthquake
It is also possible to remove the holding material by tightening it in the screw direction
Become. This spring also has the effect of seismic isolation device for vertical motion of earthquake.
Also have. Claim 28 is the invention. 5.3. Edge-separated vertical displacement absorbing gravity-restoring seismic isolation and sliding bearings
Seismically isolated structures and horizontal forces are transmitted, but vertical forces are transmitted
Components that are not
In comparison, the resilience of this gravity-restoring seismic isolation
Gravity restoring seismic isolation and sliding bearings with heavy members
It is. Claim 29 is the invention. 6. New gravity-restoring seismic isolation device Weight is applied to the structure supported by the seismic isolation device.
Hang it with a cable, etc.
Large enough for the cable to fit into the supporting structure
And hang the weight in the hole. earthquake
Sometimes, the supporting position of the weight and its
The hole is displaced, but thanks to the weight, the position is corrected.
The desired force works, and the restoring force is obtained. In some cases,
The area around the hole is connected to the cable with a low-friction material, lubricant, etc.
Minimize frictional resistance around the holes. Long life gravity recovery
Original seismic isolation device with no vertical displacement. Spring return
Better seismic isolation performance than original control. Residual displacement after earthquake
The ability to erase is great. Claims 30 to 31 are the inventions
It is. 7. Vertical seismic isolation device 7.1. Vertical seismic isolation / slip bearing of vertical displacement absorbing type for sliding part
A spring (including an air spring) is applied vertically to the sliding part of the sliding bearing.
It is an invention of a device for inserting. 7.2. Pull-out prevention device with vertical seismic isolation (including restoration) To prevent buckling of springs (including air springs), horizontal
I have to take care of only the vertical force to the vertical spring
The cross-shaped release has a mechanism that allows the horizontal force to escape.
Above the upper sliding member of the seismic device and the pull-out prevention device
And a vertical spring below the lower slide
Air spring) or the upper slide member and lower slide
Put in both of the id members. Naturally, the restoration / damping spring of 2.1.
The pull-out arrester is attached vertically to the spring (empty
(Including air springs). Claim 33 is that
It is an invention. 7.3. Vertical seismic isolation device for each floor and each floor According to Patent No. 2504945, a seismic isolation device is provided for each floor and each floor unit.
Invented, but the application of this invention is
Is the base isolation device (water
Vertical seismic isolation device)
Since the seismic device is difficult for the whole structure,
Vertical seismic isolation device is installed and disassembled for each layer or floor.
Let the seismic device. As this vertical seismic isolation device,
A floor seismic isolation device is conceivable, but the floor, wall,
To use vertical seismic isolation devices for boxes or floors
There is also. Claim 34 is the invention. 7.4. Vertical seismic isolation device using tensile material Patent No. 1778741 invents vertical support method using tensile material
However, by making this tensile material elastic,
This makes it possible to provide vertical seismic isolation. Claim 3
5 is the invention. 8. Specification of the details of the fixing pin device The invention described in claims 36 to 55 is disclosed in Japanese Patent No. 2575283.
Is a detailed specification of the fixing pin device. The fixed pin device is
It is a device to prevent wind sway, and 8.1.
8.2.Fixed pin device with wind sensor
Divide into two devices. 8.1. Fixed pin device by seismic operation This invention relates to a structure to be seismically isolated
The fixing pin that fixes the structure that supports the
When you feel the vibration of an earthquake, especially the initial tremor,
Seismic isolation device, such as being pulled out from the insertion part of the fixing pin
Structure is released, the seismic isolation device moves,
It is a device that prevents shaking. 8.1.1. Bending pin type fixed pin device due to earthquake impact / acceleration
The invention according to claim 36 is directed to a structure for a seismic isolation device.
Fixing the structure supporting the structure to be seismically isolated
Fixed pins are cut by seismic force during an earthquake.
Release of the structure to be seismically isolated
The seismic isolation device is movable and prevents wind sway. 8.1.2. Interlocking operation fixing pin 8.1.2.1. Interlocking operation fixing pin
In the case of more than one installation, even if one breaks, the other at the same time
It does not always break, and seismic force works for another
In particular, it moves eccentrically. To eliminate the disadvantage
At the same time, the form of release of the fixing pin was required. This device
Is to solve it. Specifically, constant
With a structure that breaks or breaks due to the seismic force
The device of two or more said fixed pins, wherein
At the top and bottom of these fixing pins, wire and low
Connected with a loop or cable, and the other end
Is fixed by the seismic force during an earthquake.
If the pin breaks or breaks, the other fixing pin
Also locks in conjunction with wires, ropes, cables, etc.
Release and fix the seismically isolated structure at the same time.
And Claim 37 is the invention. 8.1.2.2. Interlocking operation fixed pin
In addition to the folding pin type fixed pin device of 8.1.1., The following 8.
1.3. Can also be used with fixed pin devices described below
It is something. Claim 38 is a wire, release, etc.
Connecting locks, fixing and releasing two or more fixing pins
Is the way in which it is done. 8.1.2.3. Interlocking operation fixing pin Claim 39 is a pin which can be slid in one direction.
The plate has two or more lock holes and the plate
A locking pin fitted into the lock hole in conjunction with the movement
This is a method of fixing and releasing. 8.1.2.4. Interlocking operation fixing pin Claim 40 relates to a plate rotatable about the center.
Lock holes on both ends
Then, fix and release the fixed pin in the lock hole.
This is the method by which the removal is performed. Also, this plate is one
Not just those. Three or four or more
May be lost. And the center can be rotated
On the rate, the locking part of the fixed pin on each of its branched individual ends
With the rotation of the plate,
This is a method in which the fixing pin is fixed and released. 8.1.2.5. Interlocking operation fixing pin The invention as set forth in claim 41 is characterized in that an earthquake sensor
With these electric signals, the fixed pin is released.
Regarding the cancellation of the fixed, it is divided into two. (1) Release of the fixing pin itself by electricity In the event of an earthquake, one or more
Indicates that a plurality of fixing pins are released. (2) Unlocking of fixed pin only by electricity During an earthquake, one or more
Is unlocked by multiple fixed pins, and the fixed pins themselves
Release by spring and seismic force. Lock pin
When the lock is released by electricity and the fixing pin itself is released
Does not depend on electricity, but on spring and seismic force etc.
Is the case. Release of the fixing pin in (1) requires promptness.
Power, etc. are required, but the fixed pin itself in (2)
If only the lock is released, a simple mechanism with small power is sufficient. 8.1.3. Fixed pin device by simple earthquake sensor (amplitude) For simple fixed pin device, one-time impact force breakage
Reusable simple type as well as pin type fixed pin device
A fixed pin device was required. This device makes it possible
It was done. a) Lock release type Fixing pin to prevent wind sway etc. and insert to fix the fixing pin
Member having a section and whose amplitude is made free during an earthquake
The fixed pin is fixed by the
The amplitude of the member whose amplitude has been set free is increased.
The fixed pin is released
Will be provided to release this fixed pin.
From the insertion part of this fixing pin
The pin is released, the structure to be seismically isolated is released, and
Structure of which one of the fixing pin and the insertion part is seismically isolated
And the other supporting the seismically isolated structure
Is provided. Claim 42 is the source
It is clear. In addition, a fixed pin
The seismic sensor amplitude device simultaneously locks
May be fulfilled. Also consider the following configuration
Can be b) Suspended material cutting type Seismic isolation plate
At the end of the member with the blade, there is a hanging material for the fixing pin,
The amplitude of the blade increases, and when it exceeds a certain level,
When hitting the suspension, the suspension is cut and the
The fixed pin is inserted from the insertion
Is released and the structure to be seismically isolated is released
Be composed. Claim 43 is the invention. 8.1.4. Automatic Restoration Type The simple and reusable fixed pin device of 8.1.3.
By installing a fixed pin automatic restoration device, automation can be achieved.
It is made possible. By this, it is fixed one by one
There is no need to bother returning the pin to the fixed position.
From one-time only large earthquakes to small and medium-sized earthquakes
This enables seismic isolation in the area. As the configuration of the device
Is the fixed pin by the simple earthquake sensor (amplitude) of 8.1.3.
An automatic fixing pin return device is installed below the fixing pin of the device.
Be killed. a) In the case of seismic isolation plate type, the stationary position (after earthquake) of the sliding part on the
Electrical contacts are attached to the
When the power is on continuously, the fixed pin
The return device operates and the fixing pin is automatically returned to the locked position.
Let b) In the case of pendulum type The position of the pendulum at rest (after the earthquake) and the material for suspending the pendulum
The same position as the pendulum resting position
The electrical contacts are attached to the
When the power supply stays continuously and the energized state continues, the fixed pin
The movement return device operates, and the fixing pin automatically returns to the locked position.
It is constituted by doing. Claim 44 claims those
It is an invention. 8.1.5. Automatically controlled fixed peak by seismic sensor (amplitude)
This device is more automated than the above-mentioned 8.1.4.
Electricity can also be released during an earthquake. Top of fixing pin
Also, a fixed pin automatic control device is provided below. Seismic isolation
It is divided into two types, a dish type and a pendulum type. a) In the case of seismic isolation plate type, the stationary position (after earthquake) of the sliding part on the
Electrical contacts are attached to the
As long as it stays continuously, the fixing pin does not operate and
If continuation is broken, pull out the fixing pin and release the fixation
After the earthquake, the sliding part continuously stays in this rest position.
If the energized state continues, the fixed pin automatic controller operates.
To automatically return the fixed pin to the locked position. b) In the case of pendulum type The position of the pendulum at rest (after the earthquake) and the material for suspending the pendulum
The same position as the pendulum resting position
The electrical contacts are attached to the
As long as it stays continuously, the fixing pin does not operate and the power is on
If the continuation is broken, pull out the fixing pin to release the fixation.
After the earthquake, the pendulum continues to stay at this rest position.
In other words, when the energized state continues, the fixed pin automatic control device
Activate and automatically return the fixed pin to the locked position.
It is composed of Claim 45 is the invention. 8.1.6. Automatically controlled fixed peak by seismic sensor (amplitude)
8.1.6.1. Automatically controlled fixed pin with seismic sensor (amplitude)
Fixing device Part 1 A fixing pin for preventing wind sway, etc.
It has a pot-shaped insertion part, etc., and almost leaks liquid air, etc. in the cylinder.
A fixed pin with a piston that slides without
With the fixing pin tip protruding outside.
In addition, the top and bottom of this tube are connected by a pipe.
Each piston has a hole, larger than the hole in this tube,
There is a valve in the hole, this valve is this piston is retracted
When open, it is attached to open
A spring or rubber is inserted into the fixing pin with this piston
In some cases, the valve may be pushed out.
The tip of the fixing pin is fast in the direction entering the cylinder.
And in the exit direction are delayed, thereby causing an earthquake
As soon as force is applied, the tip of the fixing pin
And it is difficult to get out while seismic force is working.
The cylinder and the pipe may be filled with lubricating oil or the like.
In addition, there is a first pin
There is a groove or depression into which the first pin is inserted.
Sometimes, it is pushed by a spring, and this first pin has
There is a groove or depression into which the second pin is inserted.
Pins are also always spring-loaded, and this second
The pin is connected to a device that oscillates in the event of an earthquake with wires, etc.
And the seismic sensor amplitude device
This second pin is pulled by the wire of
The first pin is unlocked, and the tip of the fixing pin is
After entering the cylinder, the whole seismic isolation device began to move,
At the end of the operation, the gravity and the spring or rubber in the cylinder
Each time the tip of this fixing pin starts to come out, insert the mortar shape
At the bottom, according to the first pin
The structure where the tip of this fixing pin is locked and seismically isolated
Is also fixed, and one of the fixing pin and the insertion portion is
To the seismically isolated structure and the other to this seismically isolated structure
It is constituted by providing it on a structure supporting the body. Claim
Item 46 is the invention. 8.1.6.2. Automatic control type fixed peak by seismic sensor (amplitude)
Device 2 A fixing pin for preventing wind sway, etc.
It has a pot-shaped insertion part, etc., and almost leaks liquid air, etc. in the cylinder.
A fixed pin with a piston that slides without
With the fixing pin tip protruding outside.
In addition, the top and bottom of this tube are connected by a pipe.
Each piston has a hole, larger than the hole in this tube,
There is a valve in the hole, this valve is this piston is retracted
When open, it is attached to open
A spring or rubber is inserted into the fixing pin with this piston
In some cases, the valve may be pushed out.
The tip of the fixing pin is fast in the direction entering the cylinder.
And in the exit direction are delayed, thereby causing an earthquake
As soon as force is applied, the tip of the fixing pin
And it is difficult to get out while seismic force is working.
The cylinder and the pipe may be filled with lubricating oil or the like.
In addition, the tip of the fixing pin
There is a groove or dent where the lock for fixing the
This lock is always pushed by a spring and keeps it in a certain position.
The lock itself is a fixed point during an earthquake.
It becomes a sensor amplitude device, and in the event of an earthquake,
The lock of the seismic sensor amplitude device becomes a fixed point state,
The lock is released from the groove or depression at the tip of the fixing pin,
Of the seismic isolation device starts moving
At the end of the earthquake, gravity or the spring or rubber in the cylinder
As a result, the tip of the fixing pin starts to come out gradually,
The lock at the bottom, while following the shape of the insert slope
The fixed pin tip is fixed by the
The body is also fixed, and one of the fixing pin and the insertion portion is
One is seismically isolated and the other is seismically isolated.
It is configured by providing it on a structure that supports the structure. Contract
Claim 46-2 is the invention. 8.1.6.3. Interlocking operation fixed pin 8.1.6.1. Automatically controlled fixed pin by earthquake sensor (amplitude)
The two or more fixing pin devices described in the
Connect the first pins that lock the pins together with a wire, etc.
And one is moved when the other moves. Claim 4
7 is the invention. 8.1.7. Automatically controlled fixed peak by seismic sensor (amplitude)
Fixing device to prevent wind sway, etc.
It has a pot-shaped insertion part, etc., and almost leaks liquid air, etc. in the cylinder.
A fixed pin with a piston that slides without
With the fixing pin tip protruding outside.
The upper and lower parts of this tube are connected by a pipe.
A spring or rubber enters the cylinder and plays the role of pushing out the piston.
In addition, lubricating oil may be
Etc.
The seismic sensor amplitude device has the pipe
Has a push-out section to open the valve provided in this valve.
Is designed to open when the piston is pushed out.
A spring that keeps the valve closed at all times
In the event of an earthquake, the earthquake sensor amplitude device
Oscillate, push out this extrusion, open this valve,
By force, the tip of the fixing pin (the mortar-shaped insertion part slope
Lift), the entire seismic isolation device begins to move,
When finished, follow the mortar-shaped insertion section gradient
The fixed pin tip is
The direction in which the end protrudes, and the direction in which this valve also protrudes
The mortar-shaped insertion section.
While at the bottom, the tip of this fixing pin stops,
The structure to be fixed is also fixed, and the fixing pin and its insertion are fixed.
One of the entrances is to the seismically isolated structure and the other is
By providing a structure that supports the seismically isolated structure
Be configured. Claim 48 is the invention. 8.1.8. Automatically controlled fixed pin with earthquake sensor (amplitude)
Device Fixing pin to prevent wind sway, etc.
A pot-shaped insertion part, etc.
There is a groove or dent where the lock for fixing the fixed pin is inserted.
This lock is always pushed by a spring and keeps it in a certain position.
The lock itself is a fixed point during an earthquake.
It becomes a sensor amplitude device, and in the event of an earthquake,
The lock of the seismic sensor amplitude device becomes a fixed point state,
The lock is released from the groove or depression at the tip of the fixing pin, and the mortar
The fixing pin is lifted up by the concave insertion
The fixed pin device is released, the whole seismic isolation device starts to move,
At the end of the quake, gradually move
Of the fixing pin starts to descend, and
Accordingly, at the very bottom, the locking
Is fixed, the seismically isolated structure is fixed, and
Structure with one of the fixed pin and the insertion part seismically isolated
And the other supporting the seismically isolated structure
It is constituted by providing in. Claim 48-2 is that
It is an invention. 8.1.9. Vertical displacement absorption gravity recovery type seismic isolation and sliding bearing
Dynamic control type fixed pin device For the automatic control type fixed pin device described in 8.1.6. And 8.1.7.
Replace the fixing pin with a sliding part, and insert the fixing pin.
Replace the entrance with a seismic isolation plate having a concave sliding surface.
And Claim 48-3 is the invention.
You. 8.1.10. Double seismic isolation with automatic control type fixed pin device
Dish Double (or more) seismic isolation plate
Seismic isolation plate with sliding surface and seismic isolation with concave sliding surface
In the case of double plate seismic isolation combined with a plate, this planar shape slip
8.1.6. Earthquake sensor in the center of the seismic isolation plate
Automatically controlled fixed pin device by (amplitude), 8.1.7. Earthquake
Automatically controlled fixed pin device by sensor (amplitude)
8.1.8. Automatically controlled fixed peak by seismic sensor (amplitude)
Inserting side of the fixing pin of the fixing pin device described on the pin device
And the other concave sliding surface is
It is configured by also serving as an insertion portion having a shape and the like. Contract
Claim 49 is the invention. 8.2. Fixed pin device by wind sensor 8.2.1. General The invention described in claim 50 relates to a structure to be seismically isolated.
Fixing the structure supporting the structure to be seismically isolated
The fixed pin that is fixed by the wind sensor
Only when the wind pressure is applied, it is inserted into the insertion part of
A device that fixes the structure to be installed and prevents wind sway
is there. 8.2.2.Hydraulic type
A receiving plate is provided, and the oil that works with this wind pressure plate by wind pressure
The pressure pump is pushed, which pushes out the liquid,
The extruded liquid is connected to each fixed pin device with a pipe or the like.
Start to the hydraulic pump to be operated, and fix the hydraulic pump
Is pressed, seismically isolated structures are locked, and the wind stops
The plate receiving the wind pressure is returned to the original position by a spring or the like.
The hydraulic pump interlocking with the wind pressure plate
Piston also returns to its original position, thereby pulling back liquid
The piston of each hydraulic pump of each fixed pin device is
Return and unlock the seismic isolated structure.
Be configured. Claim 51 is the invention. Above a certain level
The type that acts only on the wind pressure is between the wind pressure plate and the hydraulic pump.
In addition, by providing play, oil can be applied only when the wind pressure exceeds a certain level.
It can take the form of acting on a pressure pump. 8.3. Installation position of the fixed pin device 8.3.1. General The fixed pin device is installed at the center of gravity of the
It is installed in the vicinity. Claim 52 is the invention.
You. 8.3.2. Installation of two or more fixed pin devices 8.1. Seismically activated fixed pin device and 8.2. Wind sensor
The fixed pin device by
Cutting sensitivity or earthquake at peripheral positions other than the center of gravity or nearby
Install sensitive type of sensor amplitude device
The center of gravity of the seismically isolated structure is located at or near the center of gravity.
Cutting sensitivity compared to the edge position and the sensitivity of the earthquake sensor amplitude device
It is constructed by installing an insensitive one. Claim
53 is the invention. 8.3.3. Relay type fixed pin Regarding the simultaneous operation of the fixed pin, whether mechanical or electrical,
There was a problem as to whether it really worked at the same time. Special
In addition, seismically operated fixed pins do not allow
However, the problem was not great if even one was not released. This
Regarding the earthquake-actuated fixed pin in
Exclusion / set) Regarding interlocking, simultaneous activation
It is difficult and it is more reliable to operate sequentially.
In addition, depending on how to operate sequentially, even one can be released.
If not, solve the problem. In other words, the fixed pin at the center of gravity
Finally, the method of relaying solves the problem. Also,
Conversely, regarding the set of fixed pins, the fixed pin at the center of gravity
Good to set first. 8.3.3.1. In case of seismically actuated fixing pin With regard to seismically actuated fixing pin, actuation (release of fixing pin)
/ Set) It is difficult to operate simultaneously
It is more reliable to operate them sequentially. Ma
In addition, depending on the method of sequential operation, even one
Problem is solved. In other words, the fixed pin at the center of gravity is
The problem can be solved by relaying it later. Claim 5
3-2 is the invention. Also, fixed pins after the earthquake
For the set, the fixed pin of the center of gravity is set first.
Good to be. Claim 53-3 is the invention. 8.3.3.2. In the case of wind-actuated fixed pins Regarding wind seismically actuated fixed pins, the operation of fixed pins
(Release / Set)
And it is more reliable to operate them sequentially.
You. Also, depending on how to operate sequentially, even one is fixed
If not, solve the problem. In other words, the center of gravity
The problem can be solved by fixing the fixed pin first.
Claim 53-4 is the invention. 8.4. Pile breakage prevention method Cut off the edge between the superstructure (ground structure) and the foundation such as piles.
A pin that breaks between the two due to a certain level of seismic force
Connect with. Claim 54 is the invention. 8.5. Dealing with residual displacement after an earthquake 8.5.1. Correcting residual mutation of a slip-type seismic isolation device It is difficult for a slip-type seismic isolation device to correct residual mutation after an earthquake.
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
Lubricant is poured from the hole to correct residual mutation after the earthquake
To facilitate. Claim 54-2 is the invention. 8.5.2. Shape of seismic isolation plate for gravity-restoring seismic isolation / sliding bearing 8.1.4. Automatic restoration type and 8.1.5.
8.2.In case of fixed pin device by wind sensor
In the case of the quake, the seismic isolation plate of gravity-restoring seismic isolation
The mortar is shaped like a mortar with little residual displacement after an earthquake.
Is desirable. 8.6. Shape of fixing pin insertion part and shape of fixing pin
To make a concave surface such as a mortar,
The shape is uneven within a suitable range. Claim 55 is the invention
It is. Further, the invention of claims 55-2 to 55-8
Relates to the shape of the fixing pin or the insertion portion. 8.7. Indentation-type wind sway suppressing device in the center of the seismic isolation plate
No. 2575283 and seismic isolation restoration device (gravity restoration type seismic isolation and sliding support
3. Seismic isolation device (seismic isolation / slip bearing) Double
(Or above) In the case of seismic isolation plates and sliding bearings, the center of the seismic isolation plate
Parts are sliding parts, intermediate sliding parts, ball bearings,
With a seismic isolation plate in the shape of a roller.
Is a seismic isolation device and a sliding bearing composed of
This is a simple wind sway suppressing device. 8.8. Combined use of the sphere on the bottom and the mortar on the other periphery
8.8.1. Combined use of mortar on the bottom spherical surface and other peripheral parts
Seismic isolation plate of the gravity-restoring seismic isolation plate
Therefore, the residual displacement after the earthquake is small and has no natural period.
Therefore, a mortar shape that does not cause a resonance phenomenon is desirable.
However, considering the wind resistance, a mortar-shaped
Must be turned on, in which case a small earthquake
The seismic isolation is difficult, and even in the case of a large earthquake, the bottom of the mortar is sharp.
Large vibration and shock due to vertical motion during seismic isolation
It is difficult to obtain a seismic isolation. So, make the bottom of the mortar spherical
As a result, the curvature of the bottom surface becomes large, and it is isolated from small earthquakes
It becomes possible, and the base at the bottom of the mortar
Eliminates grime and gives comfort. Claim 55-10
Is the invention. 8.8.2. Use one automatic fixing pin for micro-vibration at the center of gravity However, by making the bottom of the mortar spherical, the curvature of the bottom is
Becomes large and shakes with small winds (but the spherical surface on the bottom
Parts or more are suppressed). Therefore,
Unlocking type in case of earthquake to prevent shaking for micro vibration inside
Automatic fixing pin (Locked during normal times, locked during an earthquake
Is used at or near the center of gravity
I do. Claim 55-12 is the invention. 8.9. Combination of multiple typhoon manual fixing pins Spring constant of laminated rubber, mortar of seismic isolation sliding bearing, etc.
Due to the gradient of the concave shape and the friction of the sliding bearing surface, etc.
Resists strong winds and guarantees safety.
If swaying occurs, use the manual fixing pin (hand
Using two or more fixing pins to fix the seismic isolation device
(Including micro-vibration within the spherical part on the bottom)
You. Claim 55-13 is the invention. Specifically
The mortar on the bottom spherical surface and other peripheral parts
The resistance during a typhoon is
When resisting only with the mortar in the peripheral part except the spherical part,
Dynamic fixing pin (fixing pin to fix the seismic isolation device manually during a typhoon)
) In combination with two
(Including). 9. 9.1. Installation of seismic isolation devices and rationalization of foundation construction 9.1. Installation of seismic isolation devices and rationalization of foundation construction This construction method is suitable for general-purpose
Although it is not specified, especially as a seismic isolation device for detached houses
It makes sense. Exempt from conventional construction methods and prefabricated houses
The first problem with using seismic devices is that the first floor beams and
Needs a floor that can be supported by
Then, the upper structure of prefabricated, conventional, 2 × 4
Whether there is a general-purpose method without regard to differences in construction methods
These issues, and as a frame as a superstructure
The lack of rigidity needs to be solved. The solution
As an example, a void is provided on the solid foundation, and another solid
By hitting the foundation (slab) and inserting a seismic isolation device in the meantime
is there. To explain the construction method concretely,
A seismic isolation device is placed on the plate, and the space between them is melted with an organic solvent.
To create a gap by filling it with styrofoam, etc.
Hit concrete slab, and when concrete is hardened
Dissolve gaps such as Iroform with organic solvent to create space
On the solid foundation, supported only by the seismic isolation device
The reed slab floats, enabling the seismic isolation device to operate
Become. And this concrete slab is
By treating it, without restricting the freedom of the good,
Without difference between construction method, prefabricated construction method and 2x4 construction method
Freely build houses and bring 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 seismic isolation device including the superstructure
The weight of concrete slabs lowers the mass point system
It can be approximated by vibration analysis, and the load on this part
Lightweight detached house such as wooden and steel frame
In this case, uniform analysis is possible, and individual
It is not certain, but opens up the possibility of general accreditation. Also,
It is the same as simply hitting the solid foundation (slab) in double
And enables low cost. Claim 56 is the invention
It is. 9.2. Rationalization of construction of seismic isolation device installation Double seismic isolation plate mounting 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 56-2 is the invention.
You. 10. Design of seismic isolation device layout and restoration capacity of the recovery device 10.1. Seismic isolation device layout
Equipped with two or more restoring devices, otherwise restoring
We assume seismic isolation sliding bearing without power. Also, if necessary,
Arrange the fixing pin device. This is also the center of gravity
It is preferable to provide two or more positions only at or near the position.
Claim 57 is the invention. 10.1.1. Maintaining the horizontality of the sliding seismic isolation device The problem of maintaining the horizontality during and after construction of the 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 58 is the invention. 10.2. Design of restoring capacity of restoring device In order to improve seismic isolation performance, in the case of a sliding
Minimal restoring force that can restore the original device by holding down the restoring force
It is to do. In the case of the concave gravity restoration type,
The curvature should be as large as possible and
In the restoration type such as
The number should be as small as possible, and both should have minimal resilience
The friction coefficient of the seismic isolation and sliding bearings
Is also necessary. That also improves the seismic isolation performance
Leads to things. Claim 59 is the invention. 11. 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 missing and rubber or spring (empty)
The spring is filled with a spring such as an air spring. Claim
60 is the invention. 12. Restoring spring Installing a spring vertically can restore in any horizontal direction
Can be obtained, but the restoring force at a slight horizontal displacement is poor,
The following shape solves this problem. Seismic isolation
Structure that is isolated by the device and this isolated structure
A spring is provided and supported between the structure and the supporting structure.
The end of the spring engages into the trumpet-shaped hole of the structure,
The opposite end of the spring engages the structure to be isolated. So
When the supporting structure is displaced,
According to the shape, the spring is bent in the horizontal direction, and the horizontal restoring force
To restore horizontal orientation even with slight displacement
A structure that can gain power and is seismically isolated by this spring
Structure that minimizes downward tension acting on the body and is seismically isolated
The load on the body is also reduced. Claim 61 is the invention
It is. 13. Structural design method using seismic isolation structures 13.1. High-rise buildings and structures
Regardless of the flexible structure, it has a rigidity that can not be shaken by wind power
Structure. In addition, increasing the rigidity of the building
It also leads to higher performance. By that, seismic isolation
This makes it possible to create a high-rise building that does not shake the wind. 13.2. Buildings and structures with a high tower-to-ratio ratio
According to the tower ratio, the locking is smaller
To minimize the coefficient of friction of seismic isolation and sliding bearings
Frustrate 13.3. Lightweight Buildings / Structures Lightweight buildings / structures in which the natural period cannot be extended with conventional laminated rubber
Seismic isolation is possible for structures using seismic isolation devices such as seismic isolation and sliding bearings
become.

【Example】

1. Cross-shaped seismic isolation / slip bearing, cross-gravity recovery type seismic isolation
Sliding bearing 1.1. Cross-shaped seismic isolation / sliding bearing, and cross gravity-restoring seismic isolation
-Sliding bearing Figs. 1 to 9 show the seismic isolation device and the sliding bearing (hereinafter referred to as claim 1).
(Hereinafter referred to as “seismic isolation / slip bearing”)
It relates to the invention of a bearing, and has a concave sliding surface or a flat surface.
The sliding member 4 having the shape of a sliding surface crosses up and down
Engagement allows for seismic isolation and unidirectional
Is designed to provide resilience in all directions. Up
When crossing down and engaging, the slide member 4 crosses
The corners of the directions have been removed so that they can intersect smoothly.
In some cases. The upper slide member 4-a has a downward concave shape.
Having a flat sliding surface portion or a planar sliding surface portion,
The lower slide member 4-b has an upward concave concave sliding surface portion.
It has a flat-shaped sliding surface portion. Both sliding surfaces
In some cases, a low friction material is used. Upper / lower
Combination of head slide members (4-a, 4-b)
Can be (1) Upper slide member having a downward concave sliding surface portion
4-a and a lower slide part having an upward concave concave slide surface part
Combination with material 4-b (see FIGS. 1 and 2). (2) Upper sliding part having a downwardly facing flat sliding surface
Lower slide with material 4-a and upward concave sliding surface
Combination with member 4-b. (3) Upper sliding member having a downward concave sliding surface portion
Lower slide with 4-a and upward flat sliding surface
Combination with member 4-b. (4) Upper sliding part having a downwardly facing flat sliding surface
4-a and a lower slide having an upwardly facing flat sliding surface
(See FIG. 9). And the upper and lower slide members (4-a, 4-b)
Can be engaged and slid in directions crossing each other
And the upper slide member 4-a is seismically isolated.
A structure in which the lower slide member 4-b is isolated from the body 1
Is provided on the supporting structure 2. FIGS.
The upper sliding member 4-a having a shape sliding surface portion and
Combination with lower slide member 4-b having concave slide surface
It is. FIG. 1 shows upper and lower slide members (4-a,
-b) When the concave sliding surface is composed of a trapezoidal straight line
In addition, the sliding member crosses the concave sliding surface portion.
This is the case with a flat surface. Figure 2 shows the upper and lower slides.
The sliding surface of the concave member (4-a, 4-b) has an arcuate shape.
In addition, the concave sliding surface has a circle in the cross direction of the sliding member.
This is the case where only Regarding the concave shape,
When composed of straight lines, arcs, parabolas, splice curves
Etc. in some cases. Also slide up and down
Both members slide relative to each other with respect to the bottom of the concave sliding surface.
And it is dug a little so that the
In some cases, it is difficult to move. 1.2. Cross-shaped seismic isolation / sliding bearing, cross gravity restoration type seismic isolation / sliding
Intermediate sliding part of the bearing FIG. 10 to FIG.
This is an invention related to a seismic isolation and sliding bearing with restoration. Claim 2
The term “downward-shaped concave sliding surface portion” of the invention of claim 1
Upper sliding member 4-a having a flat planar sliding surface portion
Orientation with concave or sliding surface
Invention in which an intermediate sliding portion 6 is provided between the outer sliding members 4-b
And an upper sliding member of the intermediate sliding portion 6.
4-a, roller at the position where it contacts the lower slide member 4-b
-In some cases, ball bearings 5-e and 5-f are provided. Figure
10 is a cross-shaped seismic isolation and sliding bearing, and FIGS.
It is a seismic isolation and sliding bearing with mold restoration. FIG. 10 shows the configuration of FIG.
The upper 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. This place
The intermediate sliding portion 6 in the case has a cylindrical shape. Intermediate sliding part
6, the upper slide member 4-a and the lower slide member 4-b
Roller or ball pad at the top, bottom and side
In some cases, the rings 5-e and 5-f are provided. In addition, this
Roller and ball bearings use a recirculating rolling guide.
It is advantageous to take the form of circulation. FIG.
Also, the upper slide member 4-a having the configuration of 2 and the lower slide member 4-a
In this embodiment, the intermediate sliding portion 6 is interposed between the member 4-b.
You. A downward concave sliding surface portion of the upper sliding member 4-a;
Between lower sliding member 4-b and upwardly concave concave sliding surface portion
The intermediate sliding portion 6 is sandwiched between the sliding portions.
6-u has the same curvature as the upper sliding surface,
The lower part 6-l has the same curvature as the lower sliding surface.
To achieve. In this case, as shown in Figures (e) to (h),
Part 6-u and upper sliding surface, and lower part 6-l and lower sliding
Both upper and lower slide members 4-a and 4-a due to earthquake amplitude
Even if the slide member 4-b is displaced, the sliding portion 6
The contact area is the same, and the vertical load transmission capacity
It is advantageous. In Fig. 11, (a) shows seismic isolation and sliding bearings.
Perspective view, (b) and (c) are cross-sectional views, and (d) is a seismic isolation and sliding bearing.
(E), (f), (g), and (h) are cross-sectional views at the time of amplitude.
(G) (h) is maximum, (e) (f) is halfway, (e) (g) is
As seen from the foundation direction, (f) and (h) are those facing the foundation direction
It is seen from the direction. Upper slide of intermediate slide 6
Member 4-a, upper part 6-u in contact with lower slide member 4-b, lower part
Rollers and ball bearings 5-e, 5
-f may be provided. This configuration is suitable for concave spherical shapes.
And the rollers and ball bearings are always in contact
The same contact area can be obtained even when
Is advantageous. In addition, this roller
The ring is circulated by a circulating rolling guide.
Advantageously. FIG. 12 shows that the intermediate sliding portion 6 of FIG.
This is an embodiment in the case of a ball, and the upper slide member 4-a faces downward.
Concave sliding surface and upward concave of lower slide member 4-b
An intermediate slide having a spherical slide surface between the shape slide surface
The sliding part 6 is sandwiched and comes into contact with the spherical intermediate sliding part 6.
The sliding surface of the upper slide member 4-a has the same curvature,
The sliding surface of the sliding member 4-b is also the spherical intermediate sliding part.
6 is configured to have the same curvature. In this case, Fig.
As shown in Figure (h), the upper slide member 4-a due to the seismic amplitude
Even if the lower slide member 4-b is displaced,
The contact surface between the sliding surface, the lower sliding surface, and the sliding portion 6
The product is always the same area. This intermediate sliding part 6 and the upper part
Contact surface with slide member 4-a, lower slide member 4-b
Provided with rollers and ball bearings 5-e, 5-f
In some cases. This configuration always works for concave spherical shapes.
When the roller or ball bearing touches and vibrates
With the same contact area, and
It is profitable. Also this roller also ball bearing
Has a form that circulates by a circulating rolling guide.
It is profitable. FIG. 13 shows that the intermediate sliding portion 6 of FIG.
This is an embodiment in the case of an inter-slide portion, and the intermediate slide portion 6 is
Intermediate sliding portion 6-a, second intermediate sliding portion 6-b, and third intermediate sliding portion
It is divided into 6-c. The first intermediate sliding part 6-a is
Convex member having the same curvature as the downwardly concave sliding surface portion of the sliding member 4-a
Has a sliding surface, and the opposite part of the convex shape is a concave spherical sliding surface.
Part. The second intermediate sliding portion 6-b is located on the opposite side.
It has a convex shaped sliding surface with the same spherical ratio as the concave spherical surface,
The opposite part of this convex shape has a convex spherical sliding surface.
You. The second intermediate sliding portion 6-b may be spherical. Third middle
The sliding portion 6-c has the same spherical ratio as the convex spherical surface on the opposite side.
It has a concave shape, and the opposite part of the concave shape is a lower slide member.
4-b convex type with the same curvature as the upward concave sliding surface
It has a sliding surface portion. And the upper slide member 4
between the first slide and the lower slide member 4-b.
Part 6-a, second intermediate sliding part 6-b and third intermediate sliding part 6-c
Is configured by being sandwiched. In this case, Fig.
As shown in Figure (h), upper sliding surface 6-u, upper sliding surface, and
Both the lower part of the sliding part 6-l and the lower part of the sliding surface are upper due to the seismic amplitude.
Part slide member 4-a and lower slide member 4-b are displaced
, The contact area of the sliding portion 6 can be obtained in the same area.
This is advantageous in the vertical load transmission capacity. As shown in FIG.
(A) is a perspective view of the seismic isolation / sliding bearing, and (b) and (c) are the cross sections.
Figure, (d) is a detailed perspective view of the seismic isolation and sliding bearing, (e) (f) (g)
(h) is a cross-sectional view at the time of amplitude, (g) and (h) are at maximum, and (e)
(f) is in the middle, (e) and (g) are seen from the foundation direction, (f)
(h) is viewed from the direction facing the foundation direction. This
Of the first intermediate sliding portion 6-a and the third intermediate sliding portion 6-c
Ride member 4-a, upper part 6 in contact with lower slide member 4-b
-u, lower 6-l, roller and ball bearing 5
-e, 5-f may be provided. This configuration has a concave spherical shape
Rollers and ball bearings are always in contact with
The same contact area is obtained even at the time of earthquake amplitude, and the vertical load
It is advantageous in transmission capacity. 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 and ball bearing
This is advantageous because swinging is facilitated. Also this row
And 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. 1 to 9, in particular, FIGS.
It relates to the invention described in Item 4 and was issued in Patent No. 1844024.
With the restoration of the invention according to claim 1,
It has the function of a seismic isolation device.
5 shows an embodiment of a pull-out prevention device and a sliding bearing. concrete
In the following description, the downward movement of the invention described in claim 1 or 2 will be described.
Upper part having a concave-shaped sliding surface or a flat-shaped sliding surface
The material is a slide with a slide hole that is elongated right beside it.
Forming a sliding member 4-a, an upward concave concave sliding surface portion or a flat surface.
The lower member with a shaped sliding surface is elongated right next to it.
Forming a slide member 4-b having a slide hole,
Slide the two slide members in the direction crossing each other.
It is configured to engage with the guide hole and slide, and
Of these slide members, the upper slide member (upper
Slide member) 4-a
Slide member (lower slide member) 4-b
Provided on the structure 2 that supports the structure to be
It is a seismic isolation and sliding bearing with restoration combined with functions.
In other words, the upper slide of the pull-out prevention device of Patent No. 1844024.
One of the ride member 4-a and the lower slide member 4-b is recessed
It has a shaped sliding surface, and the concave shaped sliding surface
Has a sliding part that can slide or a concave-shaped sliding surface that is inverted
It is a configuration to do. As the location of the concave sliding surface (1) Downward to the upper member sandwiching the sliding hole of the upper sliding member
(2) Upward to lower member sandwiching slide hole of upper slide member
(3) Downward to lower member sandwiching slide hole of upper slide member
(4) Upward facing upper member sandwiching slide hole of lower slide member
Concave-shaped sliding surface (5) Downward to upper member sandwiching slide hole of lower slide member
Concave sliding surface (6) upward facing the lower member sandwiching the sliding hole of the lower sliding member
There are six types of concave-shaped sliding surface, and the flat-shaped sliding surface is the same.
(1) Downward to the upper member sandwiching the slide hole of the upper slide member
(2) Upward to the lower member sandwiching the slide hole of the upper slide member
(3) Downward to lower member sandwiching slide hole of upper slide member
(4) Upward to upper member sandwiching slide hole of lower slide member
(5) Downward to upper member sandwiching slide hole of lower slide member
(6) Upward to lower member sandwiching slide hole of lower slide member
There are six types of flat surface 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 splice curves.
May be implemented. Both upper and lower slide members are concave
Slide members relative to each other with respect to the bottom having
Is dug down a little to fit
In some cases, it is combed. In addition, the upper sliding
When there is a gap between the sliding member 4-a and the lower sliding member 4-b,
If in contact, use oil-impregnated metal or Teflon
In some cases, the friction is further reduced. Concave shape slip of base isolation plate
Rollers and ball bearings that can slide on surfaces and relevant parts
Or the same applies to the sliding portion. The same applies to the following examples.
is there. FIG. 3 shows a state where the slide hole of the lower slide member 4-b is sandwiched.
The upper member has an upwardly concave concave sliding surface on the lower member.
The concave sliding surface is provided on the lower member sandwiching the sliding hole of the member 4-a.
It is an embodiment having a sliding portion that can slide on a portion. , FIG.
Is the upper member sandwiching the slide hole of the upper slide member 4-a.
The lower sliding member 4-b has a downwardly facing concave sliding surface.
Sliding the concave sliding surface on the upper member sandwiching the slide hole
It is an embodiment having a sliding portion. Figure 5 shows the lower slide
The lower member sandwiching the slide hole of the sliding member 4-b
With a sliding surface, and sandwich the slide hole of the upper slide member 4-a.
The upper member has a sliding portion that can slide on the concave sliding surface portion.
And sandwiches the slide hole of the upper slide member 4-a.
A lower sliding member having a concave concave sliding surface portion on the member;
The concave sliding surface portion is attached to the upper member sandwiching the 4-b sliding hole.
It is an embodiment having a sliding portion that can slide. Figure 6 shows the lower part
The upper member sandwiching the slide hole of the slide member 4-b is concave upward.
The upper slide member 4-a has a sliding surface
Downward that can slide on the concave sliding surface portion on the upper member sandwiching the hole
A concave sliding surface, and a lower sliding member 4-b
Has a concave upward sliding surface on the lower member
And the lower member sandwiching the 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. 7 shows the slide hole of the upper slide member 4-a.
The upper member has a concave downward sliding surface, and the lower slide
The concave member slides on the upper member sandwiching the slide hole of the sliding member 4-b.
A sliding portion capable of sliding on a surface portion, and an upper sliding portion
A concave concave sliding surface on the lower member sandwiching the sliding hole of material 4-a
The lower part which has a part and sandwiches the slide hole of the lower slide member 4-b
An upwardly concave concave sliding surface capable of sliding on the concave sliding surface portion of the member.
This is an embodiment having a surface portion. Figure 8 shows the upper slide
A concave concave sliding surface on the upper member sandwiching the sliding hole of material 4-a
The upper part which has a part and sandwiches the slide hole of the lower slide member 4-b
An upwardly concave concave sliding surface capable of sliding on the concave sliding surface portion of the member.
The upper slide member 4-a has a sliding surface
The lower member sandwiching the hole has a downward concave sliding surface,
The lower member sandwiching the slide hole of the ride member 4-b has the concave shape.
Actual with concave concave sliding surface that can slide on the sliding surface
This is an example. FIG. 8-2 relates to the invention according to claim 4.
That sandwiches the slide hole of the upper slide member 4-a.
It has a downward concave sliding surface at the bottom of the member,
Downward on the upper part of the upper member sandwiching the slide hole of the sliding member 4-b.
A concave concave sliding surface that allows the concave concave sliding surface to slide
Having a downwardly convex shaped sliding surface portion at a lower portion, and an upper portion
On the upper part of the lower member sandwiching the slide hole of the slide member 4-a,
An upwardly convex sliding surface capable of sliding on the downwardly convex sliding surface.
The bottom surface has a downwardly concave concave sliding surface at the bottom.
The upper part of the lower member sandwiching the slide hole of the ride member 4-b
Upward concave sliding surface on which downward concave sliding surface can slide
This is an embodiment having a unit. Fig. 8-2 shows gravity restoration.
Despite the type, upper slide member 4-a and lower slide
Between the sliding member 4-b and the upper sliding member 4-a.
Method that does not require a gap due to
Due to play for vertical displacement during type-specific earthquake amplitude,
It can also solve the problem of rattling and the problem of impact when pulling out.
Fig. 8-3 shows the structure of claim 3 (the seismic isolation device of claim 2).
The invention relates to the invention of ...
Lower the friction coefficient of the upper and lower slide members, and
An intermediate sliding portion 6 is provided to increase the contact area of the sliding surface.
This is an example of the case. In this case, FIGS. 11 (e) to 11 (h)
The upper slide member 4-a and the lower slide
Even if the guide member 4-b is displaced, the upper part of the sliding portion 6-u
Area of contact between the slide members (4-a, 4-b) and sliding
Contact area between lower part 6-l and slide member (4-a, 4-b)
However, in both cases, the same area is always obtained,
Is advantageous. Claim 3 (Claim 2
In the case of seismic isolation devices and sliding bearings, the invention also relates to
The other is the upper slide of the intermediate slide 6 in FIG.
The upper part 6- in contact with the guide member 4-a and the lower slide member 4-b
u, roller and ball bearing 5- in lower 6-l position
e, where 5-f is provided. This configuration is concave
Roller or ball bearing for spherical shapes
Contact, the same contact area is obtained even during vibration,
It is advantageous in load transfer capability. Also this roller
The ball bearing is circulated by a circulating rolling guide.
Advantageously, it takes the form of a ring. 2. Improvement of pull-out prevention device / sliding bearing 2.1. Pull-out prevention device / sliding bearing with restoration / damping spring FIGS.
Item 6. The pull-out preventing device with the restoration / damping spring according to any one of the above-mentioned items
4 shows an embodiment of the mounting and sliding bearing F. Patent No. 1844024
Anti-pull-out device, sliding bearing F, and cross gravity of 1.3.
Upper slide member of restorable pull-out prevention device and sliding bearing
4-a, slide on one or both of the lower slide members 4-b
Spring (including air spring) or rubber on one or both sides of the hole
5, and the other slide part 25 by the spring 25 or the like.
Function to position the material in the center of the slide hole.
The structure A, which was isolated after the earthquake, was restored to its original position.
And has a function to prevent collision with the end of the slide hole.
Things. The invention described in claim 5 is disclosed in Japanese Patent No. 1844024.
7. The pull-out prevention device / sliding bearing F of claim 6,
The invention is a pull-out preventing device with restoration according to the third aspect of the invention.
It is provided with a restoring / damping spring 25 on the mounting / sliding bearing.
is there. As shown in FIG.
One end of the screw 25 is fixed to the end of the slide hole.
The other end intersects via slide catch 4-P
Press against the other slide member. The slide stopper
The 4-P and the spring 25 are fixed. Also, in FIG.
The other side intersects without going through the slide stopper 4-P
When a spring or the like 25 is directly fixed to the slide member of
There is also. Further, the spring 25 and the like
Without being in contact with the hole member
FIG. 22 shows an embodiment in this case. Way
If it is in the middle, do not hit both ends of the slide hole.
The role of the shock absorber is mainly. With this configuration,
There is a possibility that the sliding part may come off from the sliding surface of the seismic isolation plate
The suppression works only when the amplitude of the earthquake is
Does not work and the seismic isolation device does not reduce the seismic isolation performance.
Fruit is obtained. 21 and 22, (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, (a-3) (a-4) is one set, (a-
1) This is a different type from (a-2). Perspective of seismic isolation and sliding bearing
Figures (a) and (b) and (c) show the (a-1) and (a-2) types.
Has been. (a-1) and (a-3) are the slides of the upper slide member 4-a.
Ride stopper 4-P, (a-2) (a-4) slide down
The slide stopper 4-P of the member 4-b. Figures 27 to 27-
5 is a pull-out prevention device and a slide bearing shown in FIGS.
And a restoring / damping spring. Also figure
22-2 is a restoration / attenuation according to the invention of claim 6-2.
An example of a pull-out prevention device with a spring and a slide bearing F is shown.
I have. A two-step spring whose spring constant changes in two steps
Two-stage spring constant of the original spring 25-a and the disengagement prevention spring 25-b
Ground with a spring with
The restoring spring 25-a mainly works for the seismic amplitude and returns to the original position.
With the effect of recovery, sliding parts etc. come off from the sliding surface of the seismic isolation plate
In the event of a possible earthquake amplitude, the spring 25-b
Working, strong restraint works to prevent the seismic isolation plate from coming off. Ma
Also, the spring constant is stepless according to the displacement of the conical coil spring etc.
Using a spring that changes to the floor, the seismic isolation plate slides
The greater the amplitude of the earthquake that may cause
Some work to prevent the seismic isolation plate from coming off. Ma
The spring constant is between three and four steps between two and stepless.
Steps ... Some have spring constants that change in multiple steps
You. In this case, the restoration / attenuation control device that has better characteristics
Will be possible. 2.2. Laminated rubber / rubber / spring prevention device / spring
FIGS. 15 to 19 show the spring or the gobo according to the seventh aspect of the present invention.
Between the rubber or laminated rubber 25 and the pull-out prevention device / sliding bearing F
2 shows an embodiment of a multifunction device. Patent in Patent No. 1844024
Pull-out prevention device, sliding bearing F and laminated rubber or rubber or spring
(Including air spring) 25 (1) Upper slide
Upper member sandwiching the slide hole of the door member 4-a and the structure to be seismically isolated
Upper part sandwiching the slide hole between the structure 1 and the lower slide member 4-b
(2) Insert the slide hole of the lower slide member 4-b between
The lower part sandwiching the slide hole of the upper member and the upper slide member 4-a
(3) Slide the upper slide member 4-a
The lower member to be sandwiched and the slide hole of the lower slide member 4-b are sandwiched.
Between the lower member and the supporting structure 2
You. The position of the laminated rubber, rubber, and spring 25
In the case of one of the above (1), (2), and (3),
(2), (1) and (3), (2) and (3)
There are three cases (2) and (3). Fig. 15 shows the top of (3)
A lower member sandwiching the slide hole of the outer slide member 4-a;
Between the lower member sandwiching the slide hole of the slide member 4-b,
Laminated rubber, rubber or spring (including air spring) 25 installed
And the lower member sandwiching the slide hole of the upper slide member 4-a
And laminated rubber or rubber or spring (including air spring) 25
And the lower flange of the lower slide member 4-b
Rubber and rubber or spring (air
(Including spring) 25 is joined to the lower flange
It is an example. (A), (b) and (c) of FIG.
If the height of the rubber or the laminated rubber 25 is low,
(d), (e) and (f) are springs (including air springs), rubber or laminated rubber.
This is the case when the height of the program 25 is high. Figure 16 shows the seismic isolation of (1)
The slide hole of the structure 1 and the lower slide member 4-b
Laminated rubber or rubber or spring (air
25) are installed, and the seismically isolated structure 1 and
The upper flank of rubber, rubber or spring (including air spring) 25
And the slide hole of the lower slide member 4-b
Rubber and rubber or spring (including air spring)
(E) An embodiment in which 25 lower flanges are joined.
You. In FIG. 16, (a), (b), and (c) are springs (including air springs).
When the height of the rubber or the laminated rubber 25 is low, (d) (e)
(f) is a spring (including air spring), rubber or laminated rubber 25
Is high. Fig. 17 shows two (2) and (3)
In place, laminated rubber or rubber or spring (including air spring) 25
When installed, the upper laminated rubber or rubber or spring (empty)
25) of the lower slide member 4-b.
Upper member sandwiching slide hole and laminated rubber or rubber or spring
(Including air spring) 25 upper flange is joined,
Lower member sandwiching the slide hole of the upper slide member 4-a
Rubber, rubber, spring (including air spring) 25 lower franc
And the lower laminated rubber or rubber or spring (air
(Including spring) 25, the upper slide member 4-b
The lower member sandwiching the ride hole and the laminated rubber or rubber or spring (empty
(Including air spring) is joined to the upper flange of
The lower member sandwiching the slide hole of the ride member 4-a and the laminated rubber
Rubber and spring (including air spring) 25 with lower flange
Is an embodiment in which is joined. FIG. 18 shows (1) and (2)
And (3) three layers of laminated rubber or rubber or spring (air spring)
25) is installed, and the upper laminated rubber or rubber
The spring (including air spring) 25 is seismically isolated.
Structure 1 and laminated rubber or rubber or spring (including air spring)
25 and the lower slide member 4
-b and the upper member sandwiching the slide hole
Ne (including the air spring) 25 is joined to the lower flange,
For middle laminated rubber, rubber or spring (including air spring) 25
The upper part sandwiches the slide hole of the lower slide member 4-b.
Member and laminated rubber or rubber or spring (including air spring) 25
Of the upper slide member 4-a
Lower member sandwiching slide hole and laminated rubber or rubber or spring
25 (including air spring)
Rubber, rubber or spring (including air spring)
The lower part sandwiching the slide hole of the upper slide member 4-b
Material and laminated rubber or rubber or spring (including air spring) 25
The upper flange is joined to the lower slide member 4-a.
The lower member sandwiching the ride hole and the laminated rubber or rubber or spring (empty
(Including air spring) 25 is joined to the lower flange
This is an example. (A), (b) and (c) of FIG.
If the height of the rubber or the laminated rubber 25 is low,
(d), (e) and (f) are springs (including air springs), rubber or laminated rubber.
This is the case when the height of the program 25 is high. Also, the seismic isolation device shown in FIG.
In the case of a vertically elastic rubber or spring 25,
Vertical seismic isolation can also be obtained. Also, vertically elastic rubber
In addition, even if spring 25 is used, pull-out prevention device / slip bearing
F reduces the problem of rubber and spring buckling
You. In addition, the seismic isolation device shown in FIG.
No friction occurs. Fig. 19 shows pull-out prevention
The device and the slide bearing F are installed in two rows, and the upper slide member of (3)
4-a between the lower member sandwiching the slide hole and the supporting structure 2
Between the laminated rubber and rubber or spring (including air spring) 25
When installed, the slide hole of the upper slide member 4-a
Rubber and rubber or spring (including air spring)
MM) Structure that is joined to and supports 25 upper flanges
2 and laminated rubber or rubber or spring (including air spring) 25
This is an embodiment in which a lower flange is joined. FIG.
(A), (b), and (c) are springs (including air springs) or rubber
(D), (e), and (f) are springs
(Including air spring) and rubber or laminated rubber 25 are high
Is not the case. 15-2, 16-2, 17-
2 and 19-2 are both the seismic isolation device of FIG.
Similarly, place a vertically elastic rubber or spring 25 in place.
In this case, vertical seismic isolation can also be obtained. Vertically elastic go
Pull-out prevention device / slip support
By F, the problem of rubber and spring buckling is reduced.
I have. 2.3. Enhancement of pull-out prevention function FIGS. 23 to 24 show reinforcing pulls according to claims 8 to 9.
5 shows an embodiment of a pull-out prevention device / sliding bearing F. Claim
The invention described in Item 8 is the withdrawal of the invention in Patent No. 1844024.
Prevention device / slip bearing F, slender right above and next to it
Upper slide member 4-a having an open slide hole and lower
Part slide member 4-b in the direction crossing each other,
So that it can be engaged with the slide hole 4-v
Through the slide holes (4-av, 4-bv) directly above both
Attach tie member / engagement material 27 to reinforce pull-out prevention
It is a device to do. FIG. 23 shows a slide hole directly above both sides.
(4-av, 4-bv) one connecting member / engaging material 27
In FIG. 23-2, when there are three, FIG.
FIG. 24 is a diagram illustrating a connection member / engaging material 2
7 is two, upper slide member 4-a and lower slide
By engaging the guide member 4-b, pull-out prevention is reinforced.
You. The invention described in claim 9 provides 1.3.
2.1. Pull-out prevention device / sliding bearing, 2.1.
2.2. Laminated rubber / rubber / spring
For each device of combined device with pull-out prevention device and sliding bearing
9. The pull-out prevention device and the slide bearing according to claim 8.
The upper slide member 4-a and the lower slide
Make a slide hole with a long and narrow opening right above the member 4-b
Through the slide holes (4-av, 4-bv) just above both
Attaching the connecting member / engaging material 27 to reinforce pull-out prevention
It is a device to do. 2.4. New pull-out prevention device / sliding bearing (1) New pull-out prevention device / slip bearing FIG.
-The example of the slide bearing is shown. FIGS. 23-24
The upper slide member 4-a and the lower slide member 4-b
Fig. 25 shows the upper slide
When the member 4-a and the lower slide member 4-b are a single material
It is. It has a slide hole 4-v that is elongated right above
The upper slide member 4-a and the lower slide member 4-b are
In the direction that intersects
(4-av, 4-bv)
And the upper slide portion
The lower slide member 4-b is attached to the structure 1 that is isolated from the material 4-a.
To the structure 2 supporting this seismically isolated structure.
This is a new pull-out prevention device and sliding bearing.
Also, as in FIGS.
In some cases. Also, the upper slide part as shown in FIG.
The material 4-a and the lower slide member 4-b are single materials, and FIG.
, And two connecting members and engaging members 27 in the form of
The lower slide member 4-b is engaged with the lower slide member 4-a.
In some cases, pull-out prevention is reinforced. (2) New pull-out prevention device / sliding bearing FIGS. 28 to 28-3 are claims 10-2 to 10-3.
Shows an embodiment of the new pull-out prevention device and sliding bearing of the invention described in the above.
ing. The invention of claim 10-2 is a drawback as shown in FIG.
This is the case with a single pull-out mechanism.
And the structure supporting this seismically isolated structure
The slide member is provided between the two, and is in a wrapping relation.
And the inner slide member 4-i can slide horizontally.
Is wrapped in the outer slide member 4-o with room for
The inner slide member 4-i and the outer slide member 4-o
To one of the seismically isolated structures and the other to
It is constituted by providing on the structure that supports the structure
Is the case. The invention according to claim 10-3 is the same as that in FIG.
When the pull-out mechanism is double or more,
The structure to be seismically isolated and the structure supporting the seismically isolated structure
It is provided between both the structure and
The innermost slide member 4-i
However, with room to slide horizontally,
This second slide part is wrapped in the guide member 4-oi.
Lumber 4-oi has room to slide horizontally,
It is wrapped in the outer slide member 4-o and is configured sequentially.
And the innermost slide member 4-i and the outermost slide
One of the ride members 4-o is connected to the seismic isolated structure and the other is
To provide this structure to support the seismically isolated structure
It is a case where it consists of. Claim 10-3 (FIG.
28-2) The pull-out mechanism is nested and double
In the above case, the same seismic amplitude is set according to the multiplicity.
On the other hand, the size of the device can be reduced. Furthermore, this one
According to the method, the pull-out mechanism according to claim 10-2 has a single function.
It is possible to cope with a larger pulling force than in the case of Toes
The outside slide member 4-o is large and wraps around
Cannot cope with the pulling force. To make up for its shortcomings
is there. FIG. 28B shows a case in one direction, and FIG.
8 and FIG. 28-3 show the case of all directions. For all directions
May be circular (Fig. 28-3) or square (Fig. 28).
You. Further, FIGS. 28 to 28-3 show the relationship between
Between the inner slide member 4-i and the outer slide member 4-o
With an intermediate slide 6 and roller and ball bearings
Intermediate sliding part 6, and roller and ball bearing 5-
e, when the retainer 5-g with 5-f is inserted
You. (3) New pull-out prevention device / sliding bearing FIG.
The example of Ming's new pull-out prevention device and sliding bearing is shown.
You. (2) The new pull-out prevention device and sliding bearing device are
This is a case where two pairs of upper and lower are provided. Claim 10-4
Ming says that the seismic isolated structure and the seismic isolation
And a structure that supports the structure
There are two pairs of upper and lower sliding members
They are connected to each other, and the upper and lower
In the ride member, the inner slide member 4-i is horizontally
Enclose the outside slide member 4-o with room to slide
Of the upper and lower two pairs
The upper pair of sliding members is seismically isolated
The structure below supports the seismically isolated structure
This is the case where it is configured by providing it on the body. Claim 1
The invention of 0-5 relates to a structure that is isolated by the seismic isolation device.
The structure that supports the seismically isolated structure
And a plurality of sliding members in a wrapping relation
But there are two pairs, upper and lower, interconnected,
In the slide member of the wrapping relationship, the innermost
The slide member 4-i has room to slide horizontally.
And wrapped in the outer slide member 4-oi,
The fourth slide member 4-oi has enough space to slide horizontally.
With the ground, it is wrapped in the slide member 4-o outside,
It is constructed sequentially, and the two pairs of upper and lower wraps
The upper pair of mating slide members is seismically isolated
The lower pair supports this seismically isolated structure
This is a case where the structure is provided by providing the structure.
Further, FIG.
Intermediate sliding between the sliding member 4-i and the outer sliding member 4-o.
Part 6, intermediate sliding part with roller and ball bearing
6, with roller and ball bearings 5-e, 5-f
In this case, the retainer 5-g is inserted. (4) New pull-out prevention device / sliding bearing (with spring) FIGS.
Ming spring new pull-out prevention device and sliding bearing
Is shown. Returned to the new pull-out prevention device and sliding bearing
Claim 10-2, Claim 10-3.
Item 10-4, seismic isolation device / slip described in item 10-5
In the bearing, each inner slide member 4-i and the outer slide
Between the guide member 4-o (FIG. 28-10) or
The innermost slide member 4-i and the outermost slide member 4-o
28 (FIG. 28-9), the coil spring (FIGS. 28-9 to 1).
0), by providing a leaf spring, a spiral leaf spring, etc. 25
This is a case where it is configured with original strength. FIG.
9 to 28-10 are slides in an enclosing relationship
An intermediate sliding portion between the member 4-i and the outer slide member 4-o
6. Intermediate sliding part with rollers and ball bearings
6, with roller and ball bearings 5-e, 5-f
In this case, the retainer 5-g is inserted. 2.5. Gravity restoring type pull-out prevention device / sliding support (1) Gravity restoring type pull-out prevention device / sliding bearing FIGS.
Anti-slip device, sliding bearing and gravity-restoring seismic isolation
Example of combined device with Seismic Isolation Restoration Device (No. 1844024)
The pull-out prevention device of patent 1844024
This is a unit that combines a bearing with a gravity-restoring seismic isolation / sliding bearing.
In other words, the upper part with a slide hole that is elongated
Slide member 4-a and lower slide member 4-b
Engage both slide holes in the
The upper slide member 4-a and the lower part
One of the sliding members 4-b has a concave sliding surface portion
It has a seismic isolation plate 3 and the other is a concave sliding of the seismic isolation plate 3
Rollers and ball bearings that can slide on the surface or
It has a sliding part 5 and is seismically isolated from the upper sliding member 4-a.
The lower slide member 4-b is isolated from the structure 1
A structure is provided by providing the structure 2 supporting the structure.
Gravity restoration type pull-out prevention device and sliding bearing. Also figure
29 is the case where the seismic isolation plate 3 is below, and FIG.
This is the case where the plate 3 is on top. (2) Gravity restoration type pull-out prevention device / slip bearing FIGS. 28-4 to 28-6 and FIG.
Gravity restoration type pull-out prevention device and sliding bearing
Is shown. 2.4. (2) New pull-out prevention device
Claim 10-2 is a gravity restoring type of the mounting and sliding bearing.
Item 10-3, 10-4, and 10-5
In seismic devices and sliding bearings
Outer slide member 4-o among slide members 4-i and 4-o
Has a concave sliding surface portion, and the sliding member 4-i in the
When it is configured to be able to slide on the concave sliding surface
It is. FIG. 28-4 shows that the pull-out and gravity restoring mechanism is single.
FIG. 28-5 to FIG. 28-6 show the case of double or more.
Drawing and gravity restoring machines as in FIGS. 28-5 to 28-6
If the structure is nested, double or more,
Accordingly, for the same seismic amplitude, reduce the size of the device.
it can. FIG. 28-5 shows that the concave sliding surface portion has a cylindrical surface or the like.
FIG. 28-4 and FIG. 28-
6 is a concave-shaped sliding surface portion having a concave shape such as a mortar or a spherical surface.
This is the case with directionality. In the case of all directions, a disk (FIG. 28)
-6) and a square plate (FIG. 28-4). Also figure
28-4 to 28-6 denote the inner
Between the sliding member 4-i and the outer sliding member 4-o.
6, intermediate slide with roller and ball bearings
Part 6 also includes roller and ball bearings 5-e, 5-f
In this case, the retainer 5-g is inserted. Also figure
28-8 is the gravity described in 10-4 and 10-5.
Retractable pull-out prevention device / sliding bearing
It is a case where it was beaten. (3) Gravity restoration type pull-out prevention device / slide bearing (with spring
The invention according to claim 10-7 is the gravity restoring type with spring.
This is the case of a pull-out prevention device and a sliding bearing. Above gravity return
In-place type pull-out prevention device-A place where a restoring spring is attached to the sliding bearing
The seismic isolation device / sliding bearing according to claim 10-6.
, The inner slide member 4-i and the outer slide
Between the member 4-o or the innermost slide member 4
between the -i and the outermost slide member 4-o, a coil spring,
By providing a leaf spring, a helical leaf spring 25, etc.
This is a case where it is configured to be extended. The configuration with the spring is
Note 2.4. (3) New pull-out prevention device and slide bearing (with spring)
Is the same as 2.6. Absorption of vertical displacement during gravity recovery type seismic isolation / slip bearing amplitude
Retainer 2.6.1. Pressing down with a member with a spring FIGS.
doing. When combined with gravity-restoring seismic isolation and sliding bearings,
For the pull-out prevention device and sliding bearing of the invention in Patent No. 1844024
Absorbs the vertical motion of gravity-restoring seismic isolation and sliding bearings during amplitude
The slide hole to the thickness of the other slide member.
Seeing the room for vertical movement, but pulling force such as wind worked
Sometimes because of the extra space, the other slide member
An impact runs in the slide hole. Patents for that 1
No. 844024 No.
Spring springs on both sides of one of the guide holes
By attaching a member 4-c such as a plate to hold down
To prevent the impact. 30 to 31 are slide holes
Press the other slide member with a spring.
In this case, a member 4-c such as a sheet is attached. FIG.
FIG. 31 shows a case where the spring is the leaf spring 4
In the case of -fs. 2.6.2. With gravity-restoring seismic isolation / slide bearing and the same curvature When used together with gravity-restoring seismic isolation / sliding bearing, patent 18440
The anti-pull-out device and sliding bearing of the invention of No. 24 have gravity recovery
In order to absorb the vertical movement of the original seismic isolation / sliding bearing at the time of amplitude
In addition, the slide hole is vertically moved to the thickness of the other slide member.
But when the pulling force such as wind works,
The other slide member slides due to the extra clearance
The impact collides with the hole. For that purpose, Patent No. 1844024
Used together with the pull-out prevention device and the sliding bearing of the invention
Above the same gradient as the curvature of the seismic isolation plate for force-restoring seismic isolation and sliding bearings
Gravity restoration due to the configuration of the lower and lower slide members
Absorbs vertical displacement of horizontal type seismic isolation and sliding bearings during horizontal amplitude.
In other words, the structure that is isolated by the seismic isolation device and the seismic isolation
Provided between the structure supporting the structure to be performed,
Upper slide with a slide hole that is elongated right beside it
The member 4-a and the lower slide member 4-b cross each other
Direction, can be engaged with both slide holes and slide
Sea urchin, gravity-restoring seismic isolation and sliding supports used in conjunction with the device
Upper and lower slides with the same gradient shape as the curvature of the seismic isolation plate
The upper part
The lower slide part is attached to the structure that is isolated from the ride member 4-a.
Material 4-b is provided on the structure supporting this seismically isolated structure.
It constitutes by doing. 2.7. Pull-out prevention device and intermediate sliding part (slip)
FIG. 14 shows an embodiment of the invention described in claim 12-2.
Above the anti-pull-out device of the invention in Patent No. 1844024.
An upper member sandwiching the slide hole of the lower slide member 4-a, and a lower member
Between the upper member sandwiching the slide hole of the slide member 4-b,
And an upper member sandwiching the slide hole of the lower slide member 4-b.
And a lower member sandwiching the slide hole of the upper slide member 4-a
Between the sliding holes of the upper sliding member 4-a.
Between the lower member and the slide hole of the lower slide member 4-b.
Intermediate sliding part (slip part) 6 was sandwiched between lower member
This is an example. The individual intermediate slides 6 in this case are cylindrical
It is shaped. In addition, on the sliding part of each intermediate sliding part 6
The low friction as a friction surface is obtained between the part 6-u and the lower part 6-l of the sliding part.
Processing is performed. 2.8. Pull-out prevention device and intermediate sliding part of the sliding bearing (roller
-Ball bearing) Figs. 14-2 to 14-3 show the invention according to claim 12-3.
The drawing of the invention in Patent No. 1844024 is shown.
Between the upper and lower slide members of the anti-skid
Upper and lower slides to reduce the generated friction coefficient
Intermediate lubrication between rollers and ball bearings
It is configured by providing a connecting portion. Fig. 14-
2 is the position where the upper and lower slide members 4-a, 4-b are in contact
Roller on either upper or lower slide member
A bearing 5-f is provided. Also at the top and bottom
Upper or lower part where slide members 4-a and 4-b are in contact
Either slide member is equipped with a ball bearing 5-e.
Some are scrambled. Fig. 14-3 shows the upper and lower slides
Roller bearings 5-f are provided between the materials 4-a and 4-b
The contact portion between the upper and lower slide members 4-a, 4-b
Minutes, the roller bearings 5-f come into contact with each other
ing. The roller bearing 5-f is (b) (c)
As shown in the cross-sectional view,
It has a circulating shape. In particular, FIG.
When pulling out, because of the mechanism that can reduce friction only when
Lower slide member 4-b and upper slide member 4 that come into contact with
-a with roller bearing 5-f provided mutually
The shape of the contact between the roller bearings 5-f
taking it. Also, because it does not receive a load during compression
The upper slide member 4-a and the lower slide member 4-b
A gap is provided so as not to touch. So this
In the seismic isolation mechanism that uses the device, the structure to be isolated when compressed
The friction between the structure and the supporting structure
With 35 double seismic isolation rollers and ball bearings)
Take the form absorbed by. Also, of course, the load
Type that receives the weight, that is, the upper slide part when compressed
The material 4-a comes into contact with the lower slide member 4-b, and the friction is
Upper slide member 4-a and lower slide member 4-b
There is also a type that receives with roller bearings. 2.9. Improvement of pull-out prevention device and sliding bearing FIGS.
An example is shown. Patent 1844024 withdrawal prevention of the invention
In order to reduce the horizontal dimensions of the stop device and sliding bearing,
・ Open right beside between lower slide members (4-a, 4-b)
Provide an intermediate slide member 4-m having an inclined slide hole
It is constituted by the above. And the top slide
The member 4-a and the intermediate slide member 4-m are connected to the intermediate slide.
The guide member 4-m and the lower slide member 4-b cross each other
In the direction of
It is configured to: FIG. 26 shows the intermediate slide.
With a 4-mm intermediate material that forms the middle partition of the 4-m
Fig. 26-2 shows the case without the intermediate material 4-mm.
You. FIG. 26C is a sectional view of the intermediate slide member 4-m of FIG.
The intermediate material 4-mm is the upper and lower slide members (4-a, 4-
b) In the same way as the upper and lower seismic isolation plates (4-as, 4-bs)
It has something. 27 to 27-3 are FIGS.
3 Pull-out prevention device / sliding bearing, restoration / damping spring 25
2.1. Pull-out prevention device with restoring / damping spring
・ It is a sliding bearing. This restoration / attenuation bar
The effect of d25 is that the middle slide member 4-m is always in the fixed position.
Has the effect of returning to. This device is described in 4. Double
(Above) Same as seismic isolation plate seismic isolation and sliding bearings, sliding members
(4-a, 4-b, 4-m)
Approximately half the size of the pull-out prevention device / slide bearing.
Because of the middle slide member 4-m,
The lower slide members (4-a, 4-b)
By shifting, the size of the shift is
Add the slidable dimensions of the door members (4-a, 4-b)
It can be up to the given size. However, the deviation size is
Loss by the width of the slide member embedded. Its width
If Q is L and half of the maximum amplitude of the earthquake is L,
Since the lower slide members are offset from each other,
The size is better in L + Q. Generally, afford it
Or larger dimensions. On the other hand,
Considering the pull-out prevention device and sliding bearing,
The size of the gate member is 2 × L + Q. Therefore, one side
The size is almost halved, and the pull-out prevention device
Solving the problem of large size and taking up space. 2.10. Improvement of pull-out prevention device and sliding bearing FIG. 26-4 shows an embodiment of the invention according to claim 12-5.
doing. It has a slide hole that is elongated right next to it.
The lower slide member 4-b and the lower slide member 4-b are
Into both slide holes in the direction intersecting
And the upper slide member 4-a
The lower member 4-al and the lower slide member 4-b
Either or both of the members 4-bu
The upper and lower sides are not restrained by the ride members (4-a, 4-b)
It is configured to slide horizontally. Soshi
The structure 1 which is seismically isolated from the upper slide member 4-a
Then, the lower slide member 4-b is supported by the seismically isolated structure.
It is constituted by being provided in the structure 2 to be held. FIG.
-4 is a lower part constituting the upper slide member 4-a.
Member 4-al, upper member 4 constituting lower slide member 4-b
-bu are both upper and lower slide members (4-a, 4-b)
To slide horizontally while being restrained vertically
It is what was constituted. The benefits of this invention are
2.9.
The size of the horizontal dimension can be reduced by using the conventional pull-out prevention device and sliding bearing.
Approximately half the size of FIG.
4 Pull-out prevention device / slide bearing, restoration / damping spring 25
2.1. Pull-out prevention device with restoring / damping spring
・ It is a sliding bearing. This restoration / attenuation bar
The effect of Ne 25 is to always return the sliding member to the home position.
Has the same effect. FIG. 26-7 and FIG. 37-7 are claims.
An embodiment of the invention described in 12-12 is shown. Fig. 26-
7 is a lower member 4-al and an upper member 4-bu of the embodiment of FIG.
Slide hole 4-alv, slide hole 4-buv directly above
, And a ball bearing 5-e is provided.
In this case, it also serves as a rolling bearing and has a pull-out prevention device.
It becomes a bearing. Furthermore, the shape of the slide hole 4-alv
And the ball bearing while the lower part of the ball bearing 5-e comes out
The shape of the ring 5-e as a support, the shape of the slide hole 4-buv
And the ball bearing while the head of the ball bearing 5-e comes out
The lower member 4-al and the upper member 4-bu
To ensure that they do not touch each other during extraction.
The lower member of the earthquake horizontal force while receiving the pulling force
4-al The friction of both the upper member 4-bu is reduced. Also on
Lower member 4-al constituting the lower slide member 4-a, lower slide
The upper member 4-bu constituting the guide member 4-b is
The upper and lower parts are restrained with respect to the lower slide member (4-a, 4-b)
As a slide device that slides horizontally while
The friction coefficient is reduced by sandwiching the ball bearing 5-e. Ma
In addition, 4.2.1.3.1. Intermediate sliding part (spherical or mortar-shaped
Shake plate) is combined with a restoring rolling bearing with pull-out prevention device
Become. FIG. 37-7 shows an embodiment of the present invention.
In that case, slide hole 4-alv and slide hole 4-buv
As it goes around a spherical or mortar-shaped seismic isolation plate,
The hole shape is enlarged by the amount that the ball bearing is lifted.
Must be done, but if the whole is enlarged, rattling will occur
The ball bearings follow from the center to the periphery
It is necessary to increase the width of the hole shape by the amount of lifting.
Further, FIG. 37-8 shows the lower member 4-a of the upper slide member.
l (also the upper member 4-bu of the lower slide member)
On both sides of the door hole 4-alv (also slide hole 4-buv)
Separated, the separated members 4-al1, 4-al2, 4-bu1,
4-bu2, both ends can be turned into pins with bolts etc.
When the force acts, both ends rotate in the pin state
It is devised to increase the width of the deflection and hole shape. FIG.
As compared with 7-7, the ball bearing goes
The shape of slide hole 4-alv (also slide hole 4-buv)
The shape is easy to spread. This FIG.
An embodiment of the invention described in claim 12-7 is shown. Ma
26-4, 26-7, 37-7, and 37-8.
Of the upper slide member 4-a and the lower member 4-al
The part slide member 4-b and the upper member 4-bu slide
At the contact point, as shown in FIG. 98 (b), the ball bearing 5-e
And a method of lowering the friction coefficient is considered. 2.11. Improvement of pull-out prevention device / sliding bearing FIGS. 26-5 to 26-6 show the invention of claim 12-8.
An example is shown. Structure to be isolated by seismic isolation device
Between the body and the structure supporting this seismically isolated structure
With a slide hole that is elongated right next to it
Upper slide member, middle slide member and lower slide
And an upper slide member 4-a and an intermediate slide.
Slide member 4-m, intermediate slide member 4-m and lower slide
Slide member 4-b in the direction intersecting with each other.
Engages with the guide hole and allows sliding
The lower member 4-al constituting the slide member 4-a, the lower slide
Either the upper member 4-bu, which constitutes the door member 4-b,
And the upper and lower slide members (4-a, 4-b)
And slide horizontally while restraining the top and bottom.
It has been achieved. And, the upper slide member 4-a
The lower slide member 4-b is attached to the structure 1
By providing the structure 2 supporting the seismically isolated structure
Is configured. FIGS. 26-5 to 26-6 show the upper
Lower member, lower slide part that constitutes part slide member 4-a
Both the upper member of material 4-b slides on the upper and lower sides
The members 4-a and 4-b are horizontally constrained while being restrained vertically.
It is designed to ride. FIG.
Intermediate material 4-m that forms the middle partition of the intermediate slide member 4-m
FIG. 26-6 shows the intermediate material of 4-mm
There is no one. The benefits of this invention are fully covered
2.9.
Adjust the size of the conventional anti-pull-out device
Approximately half the size. FIG. 27-5 is a view similar to FIG.
A recovery / damping spring 25 is installed on the pull-out prevention device and slide bearing.
As described in 2.1.
It is a support. Naturally, the same applies to FIG. 26-6.
Provided with a restoring / damping spring 25 as described in 2.1.
It is conceivable to use a pull-out prevention device with a spring and a sliding bearing.
You. The effect of the restoration / damping spring 25 is always
At the same time, it has the effect of returning the member to the home position. 3. Improvement of damper function for sliding seismic isolation and sliding bearings and first sliding
Dynamic Improvement 3.1. Change in Coefficient of Friction FIGS. 32 to 33 show an embodiment of the invention according to claim 13.
doing. The friction coefficient at the center is small,
Increase the number. Sliding surface with concave or planar shape
Seismic isolation plate with sliding part and seismic isolation and sliding bearing smell with sliding part
Therefore, the coefficient of friction at the center of the seismic isolation
Coefficient of friction can be configured by having a large seismic isolation plate.
You. Reducing the coefficient of friction at the center of the seismic isolation plate
Improve seismic sensitivity. In other words, the seismic force that starts to slide first
The size can be reduced to increase the seismic isolation sensitivity. Also around
Reducing the size of the part reduces the amplitude due to the earthquake
You. Therefore, the embodiment is divided into three. 1) Reduce the friction coefficient 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 increase the coefficient of friction toward the periphery of the seismic isolation plate.
There is also a method. FIG. 32 shows an exemption having a planar sliding surface portion.
In the case of the shake plate 3, FIG. 33 has a concave curved surface sliding surface portion.
In the case of seismic isolation plate 3, the coefficient of friction concentrically increases from the center.
This is an embodiment in which the size increases toward the periphery. friction
The rate at which the coefficient increases is proportional to the fixed rate
May be proportional to the square or the n-th power
In some cases, it may be like an arithmetic progression, and sometimes in a geometric progression.
Or a special function. 3.2. Change in curvature The invention according to claim 14 increases the curvature at the center of the seismic isolation plate.
Reduce the curvature of the periphery,
From the part to the periphery, the curvature is made smaller and steeper
Therefore, the amplitude of the earthquake is suppressed. The shape of the seismic isolation plate is
There are concave curved surfaces such as omnidirectional spherical surfaces, and unidirectional cylinders
There are concave surfaces such as surfaces. The rate of change of curvature varies stepwise.
To change at a fixed rate (simple proportion
In some cases, it may be proportional to the square or nth power,
It can be an arithmetic progression, a geometric progression, or
Special functions). 3.3. Change in friction coefficient and change in surface curvature In addition, the change in friction coefficient in 3.1.
Using both the rate change and the seismic isolation
There is also a method of improving the par function and the initial sliding. 4. Double (or more) seismic isolation plate seismic isolation and sliding bearings 4.1. Double (or more) seismic isolation plate seismic isolation and sliding bearings 4.1.1. Double (or more) seismic isolation plate seismic isolation and sliding bearings The invention according to claims 15 to 16,
Example of heavy (or more) seismic isolation plate seismic isolation and sliding bearing
You. Double (or more) seismic isolation plates
It is composed. Sliding formed by a downwardly facing flat or concave surface
3-a seismic isolation plate with a sloped surface and an upward facing flat or concave
With the lower seismic isolation plate 3-b having a curved sliding surface
The upper seismic isolation plate 3-a and the lower seismic isolation plate 3-b
With a sliding surface between the upper and lower surfaces.
May be sandwiched between multiple 3-m seismic isolation plates,
The upper seismic isolation plate 3-a and the lower seismic isolation plate 3-b overlap vertically.
And the upper seismic isolation plate 3-a is supported.
Attached to the seismically isolated structure 1 and constructed the lower seismic isolation plate 3-b
By attaching to a structure 2 that supports the body 1
You. FIG. 34 shows a case without the intermediate sliding portion 6.
35 to 42 are intermediate sliding portions 6 and roller ball bearings
An intermediate slide with a ring (also a roller
This is a case where a retainer 6 having an ring is provided. FIG.
(a) to (d) are double seismic isolation plates (upper seismic isolation plate 3-a, lower seismic isolation plate)
In the case of the plate 3-b), FIGS. 34 (e) to (f) show the triple seismic isolation plates (top).
Part of 3-part seismic isolation plate 3-a, 3-m middle isolation plate, 3-b)
It is also possible to use more than quadruple seismic isolation plates.
It is considered that the seismic isolation performance increases as the number of layers increases. What
FIGS. 34 (c) and 34 (d) show the seismic isolation restoration device of Patent No. 1844024.
This is a comparison diagram of the size with (c) in Patent No. 1844024.
(D) shows the case of a double seismic isolation plate. Double
(Above) Explain the composition of seismic isolation plate seismic isolation and sliding bearing
You. First, one side of the size of the seismic isolation plate is
For the number of seismic isolation plates of width (maximum amplitude on seismic isolation plates due to earthquake)
Divided by (half of the maximum amplitude of the earthquake in the case of a double seismic isolation plate)
Minute dimensions). Because it is the same size seismic isolation
Each other during an earthquake to take on more than two dishes
Structure that is seismically isolated only at the point of mutual contact
Only the minimum area that can transmit the vertical load of body A is good
If the minimum area is the square of Q, consider the case of a square.
Then, one side gets better with Q. Seismic isolation plate with maximum amplitude of earthquake
If the dimension divided by the number of sheets is L / number of seismic isolation dishes,
In the case of the upper seismic isolation plate, the upper and lower seismic isolation plates are shifted from each other.
In the case of, the size of one side of the seismic isolation plate is L / seismic isolation plate
It is good with the number of sheets + Q. Generally, a dimension that allows for it
Or larger dimensions. Figure for double seismic isolation plate
34 (d). On the other hand, seismic isolation with patent 1844024
Considering the restoration device (gravity restoration type seismic isolation / sliding bearing),
Considering the case of a square, the size of one side of the seismic isolation plate is L + Q
(Q is the width of the sliding portion 5). Figure for double seismic isolation plate
34 (c). Therefore, the size of one side
It is equivalent to the number of plates and 1 / seismic isolation plates.
Even if the seismic isolation plates are placed up and down,
１ ／ 1 / the number of seismic isolation plates (for double seismic isolation plates, one side
The size becomes approximately 1/2, and the area becomes approximately 1/4.
And even if the seismic isolation plate is moved up and down,
Next, if the shape of the seismic isolation plate is circular,
Seismically isolated structure at the point of contact of the double dishes, sometimes offset from each other
The dimension from the minimum area that the vertical load of the body A can transmit is
It is almost the same, only it changes. Also, the shape of the seismic isolation plate
As mentioned above, square or circular,
In the form formed by curves such as polygons, polygons, and ellipses
Is also good. It has a large seismic isolation plate and takes up space
Solve a problem. This also means that the same size
It gets better with a layer of shaking dishes. This is the case with patent 1844024.
The tightness of the seismic isolation device (gravity restoration type seismic isolation and sliding bearing)
Because of the absence, it will be exposed to rain, garbage will collect,
In addition, a decrease in the coefficient of friction due to exposure to air, etc.
Solve the problem. That is, sealing becomes possible. It's complete
This is because it becomes possible to completely seal. Size and sealing of seismic isolation plate
An advantage of the seismic isolation is that the seismic isolation plate has a flat sliding surface.
Would be a seismic isolation plate with a concave sliding surface
But the same. To further explain the sealing,
There is no problem if the seismic isolation plates are flat sliding surfaces.
I think you can immediately recognize that
The same is true for the chief. In other words, double of the same size
When the concave seismic isolation plate of
Set the height of the part 6 to a size that does not allow a gap
To solve. In addition, almost in the middle, a hole for lubricating oil
It is also conceivable to provide a device that allows the lubricating oil to seep out.
In addition, the seismic isolation plate has a recess for storing grease and solid lubricant.
Is provided. It may be the lower seismic isolation plate 3-b alone,
Shaking plate 3-a alone may be used, upper and lower seismic isolation plates (3-a, 3-b)
Both are good. This grease and solid lubricating oil
The number of depressions may be one or several. In one case,
The position may be almost in the center, and if there are several places,
The arrangement is also possible. Also, the lubricating oil seeps into the depression.
Where a pipe is provided and a device for sending lubricating oil is connected to the pipe.
In some cases. 4.1.2. Triple or more seismic isolation plates with and without pull-out prevention
FIGS. 95 to 97 show the inventions according to claims 17 to 18-2.
Mie (or more) seismic isolation plate with pull-out prevention
This is an example. For upper, middle and lower seismic isolation plates
In the case of triple seismic isolation plates and sliding bearings,
The opposite side parallel to the middle seismic isolation plate is
And slide on opposite sides parallel to the cross direction
By connecting the middle seismic isolation plate and the lower seismic isolation plate with members
The upper, middle and lower seismic isolation plates are interconnected.
Connect the upper seismic isolation plate to the structure 1 that is supported and seismically isolated
And attach the lower shaker to the structure 2 supporting the structure 1.
It constitutes by doing. Even if there are multiple intermediate seismic isolation plates,
It is like that, by the sliding member between the opposite sides parallel to each other,
Connect the middle seismic isolation plates to each other and further cross
The next middle is made by the sliding member between the opposite sides parallel to the
Pairs that connect seismic isolation plates to each other and are sequentially parallel to the cross direction
The sides are connected to the next intermediate seismic isolation plate by slide members
It is constituted by doing. Regarding the angle of intersection
Depending on the number of seismic isolation plates, the intersection angle that each makes
A 360-degree equal division is good, but it may be shifted more. What
Note that if the slide member itself is larger than one side of the seismic isolation plate,
In some cases. This is because that can cope with the deviation. What
The slide member here can move in the sliding direction
With the function to resist in the vertical direction (tether in the vertical direction)
Function). Also, regarding the shape of the seismic isolation plate,
In squares, regular polygons, and circles as described below.
But it can also be used for curves such as squares, polygons, and ellipses.
It may be formed by the following method. Hereinafter, a specific description will be given. (1) Connecting two parallel (two orthogonal) slide members Figure 95 shows the upper seismic isolation plate 3-a, the middle seismic isolation plate 3-m, and the lower seismic isolation
Triple seismic isolation plate with pull-out prevention by plate 3-b
This is an embodiment of the present invention. In the embodiment, it is square. Seismic isolation
Slip between opposite sides of the plate 3-a and the middle seismic isolation plate 3-m in parallel.
Connected by 3-members and intersected (perpendicular to) it
At the same side, the middle seismic isolation plate 3-m and the lower seismic isolation plate 3-b are parallel
By connecting them with a slide member 3-s,
The seismic dish 3-a, the middle seismic isolator 3-m, and the lower seismic isolator 3-b are mutually
Can be coupled to withstand pullout forces. Note that FIG.
5, the cross section of (d) is the cross section of (e) when sliding.
Is the roller bearing 5-f, and the sectional view of (f) is
This is an embodiment in the case of a ball bearing 5-e. Row of (e)
In the case of large bearing 5-f, at right angles to the sliding direction,
Roller bearings are provided. Ball bearings
Same, but if the roller bearing 5-f moves
To avoid protruding, place the part in the center position instead of the entire surface of the seismic isolation plate.
It may be provided separately. Also, the area where it is installed
Is large enough to support the load of the seismically isolated structure
It is. Also, the roller and ball bearings are
When installed on the entire surface, the cage can be
Even if it protrudes, the bearing does not fall.
You. In addition, it takes the form of circulation by a rolling type rolling guide
Things are also possible. In addition, the above-described configuration includes the slide member 3
may be stacked without -s (guide in roll direction)
Only), roller bearings,
The configuration of the ball bearing is the same. (2) Connection of crossing 3 parallel sliding members Fig. 96 shows the upper seismic isolation plate 3-a and the middle seismic isolation plate (Part 1) 3-m
1 and middle seismic isolation plate (part 2) 3-m2 and lower seismic isolation plate 3-b
This is an example of a quadruple seismic isolation plate seismic isolation and sliding bearing. In the embodiment
Is a regular hexagon. Upper seismic isolation plate 3-a and middle seismic isolation plate
1) Sliding member 3-s between opposite sides parallel to 3-m1
And the direction of intersection with it (one corner of a hexagon
(For example, 60 degrees) and the middle seismic isolation plate (part 1) 3-m1
The seismic isolation plate (part 2) slides on opposite sides parallel to 3-m2.
And connected in the direction (6
The angle of one corner of the square, for example, 60 degrees,
2) 3-m2 and lower seismic isolation plate 3-b are parallel to each other.
Upper seismic isolation plate by connecting with slide member 3-s
3-a and the middle seismic isolation plate (part 1) 3-m1 and the middle seismic isolation plate (part 1)
2) 3-m2 and lower seismic isolation plate 3-b are interconnected and pulled out
Force. In this embodiment,
3-way seismic isolation plate 3-a and intermediate seismic isolation plate (part 1) 3-m1 and intermediate seismic isolation plate
The plate (part 2) 3-m2 and the lower seismic isolation plate 3-b are interconnected,
The deviation of the angle between the upper and lower slide members is 60 degrees in order
If they do not overlap, the order does not matter.
Absent. The angle is also good to divide 360 degrees into 6 equal parts.
It may be divided into six. In FIG. 96, the cross-sectional view of FIG.
In the case of sliding, the cross section in (c) is a roller or ball bearing.
It is an example in the case of a ring. Where the roller bearing
In the case of the 5-f
Bearings are provided. Ball bearings
However, even if the roller bearing 5-f moves, it does not protrude.
Therefore, instead of the entire surface of the seismic isolation plate,
In some cases, it is possible. Also, the size of the installation area
Is capable of supporting the load of the seismically isolated structure.
Roller and ball bearings are installed on the entire surface of the seismic isolation plate.
If it can be removed, the cage can be protruded from the seismic isolation plate below.
Even so, the bearings do not fall. Also,
It is also conceivable to take the form of circulation by cyclic rolling guide
It is. In addition, the above configuration does not include the slide member 3-s,
May be stacked (only a guide is attached in the roll direction)
), Roller bearings, ball bearings
The configuration of the ring is similar. (3) Connect the four parallel sliding members in the same manner.
3-m1 seismic isolation plate (part 1) and 3-m intermediate seismic isolation plate (part 2)
2 and middle seismic isolation plate (part 3) 3-m3 and lower seismic isolation plate 3-b
The five-story seismic isolation plate seismic isolation and sliding bearing are configured. But,
In the case of a regular octagon, one side is too short.
In the embodiment, two square-shaped sheets that are shifted by 45 degrees are joined together.
Shake dishes are laminated five times and they are mutually slide members 3
Connect with -s. In other words, the five-layer stack means the upper seismic isolation plate 3
-a 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 seismic isolation plate
3-b. This will be specifically described. First,
Upper seismic isolation plate 3 in which two square-shaped 45 ° -shifted plates are joined
-a and the same seismic isolation plate (part 1) 3-m1 in parallel
The sides are connected by the slide member 3-s. Upper seismic isolation plate 3
-A lower seismic isolation plate and an intermediate seismic isolation plate (Part 1)
The upper seismic isolation plate of the two pieces of 3-m1 is the slide member 3-s
Connected by The middle seismic isolation plate (Part 1) 3-m1
Lower seismic isolation plate and middle seismic isolation plate (part 2) 3-m
2 Place the upper seismic isolation plate on the two
Connected by slide member 3-s. This slide member
The directions are the upper seismic isolation plate 3-a and the middle seismic isolation plate (Part 1) 3-m1.
Is shifted by 45 degrees from the direction of the slide member of the joining. Further
In addition, the middle seismic isolation plate (part 2) 3-m2
Above two of the base isolation plate and the middle base isolation plate (3) 3-m3
With the opposite side parallel to the seismic isolation plate of
Connect. Similarly, the direction of the slide member
3-m1 shake plate (Part 1) and 3-m2 middle seismic isolation plate (Part 2)
Is shifted by 45 degrees from the direction of the slide member of the joining. Ma
In addition, this middle seismic isolation plate (part 3) 3-m3
Seismic isolation plate above the two of the seismic isolation plate below and the lower seismic isolation plate 3-b
The opposite sides parallel to the plate are connected by the slide member 3-s.
Go. Similarly, the direction of this slide member is
(Part 2) Connection between 3-m2 and the middle seismic isolation plate (Part 3) 3-m3
The direction of the slide member is shifted by 45 degrees. The above structure
The upper seismic isolation plate 3-a and the middle seismic isolation plate (Part 1) 3-m
1 and the middle seismic isolation plate (part 2) 3-m2 and the middle seismic isolation plate (part 2)
3) 3-m3 and lower seismic isolation plate 3-b are interconnected and pulled out
Can cope with stress. In addition, of two pieces of upper seismic isolation plates 3-a
Seismic isolation plate on the top, structure 1 to be isolated, and lower seismic isolation plate 3
-b supports the lower seismic isolation plate and the seismically isolated structure
Structure 2 to be held. In this example,
Is the upper seismic isolation plate 3-a and the middle seismic isolation plate (part 1) 3-m1
3-m2 seismic isolation plate (part 2) and 3-m2 intermediate seismic isolation plate (part 3)
Upper and lower slide members that connect 3 and the lower seismic isolation plate 3-b
The angle between them was shifted by 45 degrees in order
However, as long as they do not overlap, the order does not matter. That angle
Also, it is good to divide the image into eight equal parts of 360 degrees.
No. In FIG. 97, the cross-sectional view of FIG.
The cross section of (c) is for the roller and ball bearing.
This is an embodiment of the present invention. Here, the roller bearing 5-f
In the case, at right angles to the sliding direction, roller bearings
Is provided. Ball bearings are similar, but low
Exempt because the bearing 5-f does not protrude even if it moves.
When it is installed not in the entire surface of the shaking dish 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
When ball bearings are installed on the entire surface of the seismic isolation plate
If the cage is protruded from the seismic isolation plate below,
It is of the type that the ring does not fall. In addition, circulation type rolling
It is also conceivable to take the form of circulation by guidance. Ma
In addition, the above configuration is stacked without the slide member 3-s.
(If there is only a guide in the roll direction,
), Roller bearings, ball bearings
The configuration is the same. (4) Connecting slide members with crossing 5 parallels or more Also connecting slide members with crossing 5 parallels or more (regular decagon
The above is also conceivable. The more the number of parallel crosses,
It is easy to cope with the seismic force oblique to the seismic isolation plate. (5) Shape of seismic isolation plate In any case, the opposite sides where the slide member 3-s is parallel
With seismic isolation plates that can slide in all directions
If so, the form of the seismic isolation plate does not matter. (1) crossing 2 directions
Slide member 3-s is attached to parallel direction (orthogonal)
If possible, in (2) slide in a parallel shape in three directions of intersection
If the member 3-s is attached, in (3), flat
If the slide member 3-s is attached to the row shape, (4)
A slide member 3-s is attached to a parallel shape in five directions of intersection.
If possible, the slide part should be
If the material 3-s is attached, ...
is there. (6) Connection of slide members As all the slide members 3-s described above, FIG.
Put the ball bearing 5-e between the seismic isolation plate and
A method of reducing the friction coefficient is considered. 4.2. Double (or more) seismic isolation plate with intermediate sliding part Seismic isolation plate and sliding bearing
Combination with seismic isolation plate and seismic isolation with concave sliding surface
The combination of a plate and a seismic isolation plate with a concave sliding surface includes:
Be sure to have an intermediate sliding part (sliding part, rolling part)
But a seismic isolation plate with a planar sliding surface and a planar sliding surface
May also be provided in combination with seismic isolation plates
You. 4.2.1. Intermediate sliding section 4.2.1.1. Intermediate sliding section Roller and ball bearing type intermediate section is used as the intermediate sliding section.
Sliding parts and sliding intermediate sliding parts are conceivable. FIG.
Reference numeral 42 denotes an embodiment of the invention described in claim 19.
You. A flat or concave curved base-isolation plate with a downward facing top and an upper bottom
Oriented flat or concave curved seismic isolation plate, upper seismic isolation
Between the plate and the lower seismic isolation plate, an intermediate slide or roller
Intermediate sliding parts with roller bearings and roller balls
Intermediate bearing with roller bearing (roller ball
(Including the cage with the ring)
Between the upper and lower seismic isolation plates and the intermediate slide.
With ball bearings and upper seismic isolation plate
Is mounted on a structure that is supported and seismically isolated, and the lower seismic isolation plate is
Construct by attaching to the structure that supports the structure
Seismic isolation device and sliding bearing. The following three (1) (2) (3)
There are cases. (1) Double plane seismic isolation plate Fig. 35 shows a plane seismic isolation plate having upper and lower planar sliding surfaces.
(3-a, 3-b), intermediate sliding portion 6 (slip type),
Intermediate sliding parts with rollers and ball bearings (all
Type) and roller and ball bearings 5-e, 5-f
This is a case in which an intermediate sliding portion (rolling type) having a pinch is sandwiched.
Further, FIG. 35-2 has upper and lower planar sliding surfaces.
Roller ball between flat seismic isolation plates (3-a, 3-b)
This is the case where the bearings 5-e and 5-f are inserted.
The roller ball bearings 5-e and 5-f are roller and ball bearings.
Because the bearings 5-e and 5-f do not protrude even if they move
Not on the whole surface of the seismic isolation plate, but partially at the center
Can be Also, the size of the installation area is
The structure can support the load of the structure. FIG.
5-3 is a plane seismic isolation plate having upper and lower planar sliding surfaces.
Roller ball bearing between (3-a, 3-b)
5-e and 5-f are inserted.
The bearings 5-e and 5-f are in the case of the whole surface
Yes, the cage can be
-Ball bearings 5-e, 5-f that do not fall
It is. The device of FIG. 35-3 is compared with the device of FIG. 35-2.
The lit is that the pressure resistance performance increases. This double plane
Anti-corrosion and dust-proof properties of seismic isolation plates, and prevent evaporation of lubricant
For airtightness, use a double (or more) seismic isolation plate as shown in Fig. 34 (g) (h).
Can also be prevented by sealing and dustproof cover
You. This is the same in the apparatus shown in FIG. Toes
For small and medium earthquakes, roller and ball bearings 5-e,
5-f does not protrude from the seismic isolation plate below.
The roller boat so that it does not protrude from the seismic isolation plate below.
To determine the size of the bearings 5-e, 5-f),
In the event of a major earthquake, the seal may break or the dust cover 3-c
Open and allow it to protrude from the seismic isolation plate below
It is. (2) Plane seismic isolation plate and concave curved seismic isolation plate (restored seismic isolation plate)
Between the seismic isolation plates (3-a, 3-b)
This is a case where the connecting portion 6 is sandwiched. The sliding of the intermediate sliding part 6
Roller or ball bearing on upper part 6-u and lower part 6-l
5-e and 5-f may be provided. Also, this roller
-Also, ball bearings are circulated by rolling guides.
Advantageously it takes a circulating form. (3) Double concave curved seismic isolation plate Figures 37 to 42 show seismic isolation with a concave concave curved sliding surface.
Plate and seismic isolation plate (3-a, 3)
-b), between the intermediate sliding part 6 and the roller ball bearing
Intermediate slide 6 with ring (also roller ball
(A cage having a bearing). Ma
In addition, in any case of FIGS.
As this roller or ball bearing is circulating
Advantageously, it takes the form of circulation by rolling guidance.
In the case of three or more seismic isolation plates, the middle
In some cases, a sliding part is sandwiched. Middle of the above (1) (2) (3)
The upper sliding portion 6-u and the lower sliding portion 6-l of the sliding portion 6 are
The low friction specifications are used for the ribs, and low friction such as Teflon
In some cases, wood is used. (4) Double uneven surface seismic isolation plate Figure 36-3 shows a seismic isolation plate having a downwardly convex curved sliding surface.
And seismic isolation plate with concave concave sliding surface facing upward (3-a, 3-
b) between jq, intermediate slide 6 and roller bo
Intermediate sliding part 6 with a bearing
(A cage with ball bearings)
You. 4.2.1.2. Intermediate sliding portion (sliding type) 4.2.1.2.1. Intermediate sliding portion (spherical seismic isolation plate) FIGS. 37 to 38 show an embodiment of the invention described in claim 20.
doing. Top downward concave spherical surface or cylindrical sliding surface
Convex sliding part with same curvature as seismic isolation plate with
Seismic isolation plate with concave concave spherical surface or cylindrical sliding surface
Intermediate sliding part or convex sliding part with the same curvature
Has an intermediate sliding part with rollers and ball bearings
In addition, the intermediate sliding portion is a sliding surface portion of the upper downward concave type.
Seismic isolation plate with a lower surface and an upwardly concave concave sliding surface
The upper and lower seismic isolation plates are sandwiched between shaking plates.
Between the roller and the intermediate sliding part
Scissors, and with this upper downward concave sliding surface
The seismic isolation plate has a concave upward sliding surface on the structure to be isolated.
The seismic isolation plate having a section is used to support the structure to be isolated.
With seismic isolation devices and sliding bearings constructed by installing them on structures
is there. 37 and FIG. 38. FIG.
37-4 has an upper surface having a downward concave curved sliding surface portion.
Seismic isolation with a 3-D shake plate and an upward concave concave sliding surface
This is a case where the intermediate sliding portion 6 is sandwiched between the plate 3 and the plate 3-b.
The embodiment of FIG. 37 has an upper concave concave spherical sliding surface portion.
Seismic isolation plate 3-a and an upward concave spherical sliding surface at the bottom
The upper part 6-u of the convex sliding part is located between the seismic isolation plate 3-b
6-l, which has the same spherical ratio as the base isolation plate 3-a and has a convex sliding part
Has an intermediate sliding part 6 which has the same spherical ratio as the lower seismic isolation plate 3-b.
There is an advantage when sandwiching. In that case, FIG.
As shown in (f), the upper seismic isolation plate 3-a and the lower
Even if the shaker 3-b shifts, the upper part of the sliding part 6-u and the upper part
Area of contact with seismic isolation plate 3-a, lower part of sliding part 6-l and lower part
The contact area with the seismic isolation plate 3-b is always the same.
This is advantageous in vertical load transmission capacity. Fig. 37-2
37 is larger than the intermediate sliding portion 6 of the embodiment shown in FIG.
This is the case when it is flat. The embodiment of FIG.
Ball bearing on the lower part 6-l of the intermediate sliding part 6
This is the case where 5-e is provided, and the embodiment of FIG.
Both the upper 6-u and lower 6-l of the sliding section 6
This is the case where a bearing 5-e is provided. This FIG.
-37-4 is always boad to the concave spherical shape.
Contact the same bearing area even when vibrating.
This is advantageous in the vertical load transmission capacity. In addition,
The embodiment shown in FIG.
The ball bearing 5-e is provided on the upper part 6-u of the sliding part
In some cases. 4.2.1.2.2. Intermediate sliding portion (seismic isolation plate on the cylindrical valley surface) In addition, the embodiment in FIG.
3-a seismic isolation plate with a sloped surface and an upward concave cylindrical surface at the bottom
Between the seismic isolation plate 3-b and the upper part of the sliding part
-u has the same curvature as the upper seismic isolation plate 3-a, and the lower sliding part 6-l
Interposes the middle sliding part 6 having the same curvature as the lower seismic isolation plate 3-b
37, the embodiment of FIG. 37 has an omnidirectional restoring force.
In contrast, the embodiment of FIG. 38 has only one direction.
However, other features and benefits are the same. That is,
The upper seismic isolation plate 3-a and the lower seismic isolation plate 3-b due to the seismic amplitude
Even if there is a gap, the upper part of the sliding part 6-u and the upper seismic isolation plate 3-a
Contact area of the lower part of the sliding part 6-l and the lower seismic isolation plate 3-b
The contact area is always the same, and the vertical load transfer
Advantageous in reachability. On the sliding part of the intermediate sliding part 6
Roller or ball bearing 5 in part 6-u, lower part 6-l
-e, 5-f may be provided. This configuration is concave spherical
Rollers or ball bearings are always in contact with
The same contact area is obtained even during vibration, and the vertical load
It is advantageous in transmission capacity. 4.2.1.3. Intermediate sliding part (rolling type) 4.2.1.3.1. Intermediate sliding part (flat, spherical or mortar-shaped seismic isolation)
FIG. 37-5 to FIG. 37-6 show the invention according to claim 20-2.
Is shown. Top-down plane, concave spherical surface
3-a seismic isolation plate with a mortar-shaped and mortar-shaped sliding surface and on the lower part
Oriented flat surface, concave spherical surface or mortar-shaped sliding surface
-Isolated plate 3-b and sandwiched between these isolated plates 3-a and 3-b
Hold the ball bearing 5-e and this top down
3-a seismic isolation plate with concave sliding surface is the structure to be isolated
First, a seismic isolation plate 3-b with a concave upward sliding surface at the bottom
To be provided on the structure 2 supporting the structure to be seismically isolated
Seismic isolation device and sliding bearing. In particular, slurp
In the case of a bowl-shaped seismic isolation plate, the bottom of the mortar
5-e curvature, and the mortar touches it
It is good to form it. As a result, the mortar
Increase the contact area between the ball bearing and the seismic isolation plate
Thus, the pressure resistance performance can be increased. This means that after years
Minimal bite into ball bearings and seismic isolation plates
Can be limited. Because the problem is usually
(Including the time of a small earthquake)
Can the contact area between the ball bearing and the seismic isolation plate be increased?
It is. FIG. 37-5 shows the spherical seismic isolation of the present invention.
FIG. 37-6 shows an embodiment in the case of a dish shape, and FIG.
The embodiment in the case of a shaking dish type is shown. 4.2.1.3.2. Intermediate slip part (column-shaped trough-shaped or V-shaped trough-shaped seismic isolation
Dish) The invention according to claim 20-3 is an upward-downward concave cylinder.
3-a seismic isolation plate with a valley-shaped or V-shaped valley-shaped sliding surface
Cylinder valley surface or V-shaped valley surface with concave upward concave shape
-Isolated plate 3-b having a slab and sandwiched between these isolated plates 3-a and 3-b
Hold roller 5-f (also ball bearing 5-e)
And the upper surface has a concave concave sliding surface.
The shake plate 3-a is attached to the seismically isolated structure 1 with a concave upward concave shape.
The seismic isolation plate 3-b having a sloped surface is
Seismic isolation device that is constructed by providing
It is a sliding bearing. In particular, it has a V-shaped trough-shaped sliding surface.
In the case of a seismic isolation plate, the bottom of the V-shaped valley should be
Ball bearing 5-e) with a curvature shape and V-shaped valley surface
Is preferably formed in contact with it. By this,
Despite the V-shaped trough, the roller (also ball bearing
5-e) and the contact area between the seismic isolation plate and the pressure-resistant performance
I can do it. This is a roller that is worried over time
(Also ball bearing 5-e) and bite into the seismic isolation plate
Can be minimized. Because the problem is usually
(Including the time of a small earthquake)
Of the roller (also ball bearing 5-e) and seismic isolation plate
This is because the contact area can be increased. 4.2.2. Double Intermediate Sliding Section FIGS. 39 to 40 show an embodiment of the invention according to claim 21.
doing. The intermediate sliding portion 6 in 4.2.1.
And a second intermediate sliding portion 6-b. First middle
The sliding portion 6-a has an upper downward concave spherical sliding surface portion.
Convex surface with the same sphere ratio as the concave type of 3-a seismic isolation plate 3-a
And the opposite of the convex sliding surface is a convex spherical sliding surface.
It has a surface part. The second intermediate slide 6-b is the first intermediate slide
The same spherical ratio as that of the convex spherical sliding surface of the opposite part of the part 6-a
With a concave sliding surface that has
The part is a seismic isolation plate with a concave upward spherical sliding surface at the bottom
Has a convex spherical sliding surface with the same spherical ratio as the 3-b concave type
You. The first intermediate sliding portion 6-a and the second intermediate sliding portion
6-b and upper and lower concave seismic isolation plates (3-a, 3-b)
It is constructed by inserting it into Also the first middle slip
When the relationship between the portion 6-a and the second intermediate sliding portion 6-b is upside down
FIG. 40 shows the opposite case of FIG. FIG.
In each case of FIG. 40, as shown in FIGS.
The upper seismic isolation plate 3-a and the lower seismic isolation plate 3-b due to the seismic amplitude
Even if this occurs, the upper part of sliding part 6-u and the upper seismic isolation plate 3-a
Contact area and contact between lower part 6-l of sliding part and lower seismic isolation plate 3-b
Contact area is always the same, and vertical load transmission
Advantageous in ability. Upper slide 6-u, lower slide 6-l
Provided with rollers and ball bearings 5-e, 5-f
In some cases. This configuration always works for concave spherical shapes.
When the roller or ball bearing touches and vibrates
With the same contact area, and
It is profitable. Also, the first intermediate sliding portion 6-a and the second intermediate sliding portion
Roller or ball bearing in contact with 6-b
Is advantageous in that the head is easily swung. 4.2.3. Triple Intermediate Sliding Part 1 FIG. 41 shows an embodiment of the invention according to claim 22.
You. The intermediate sliding portion 6 in 4.2.1.
-a, the second intermediate slide 6-b and the third intermediate slide 6-c
It is. The first intermediate sliding portion 6-a has a downward concave spherical sliding portion on the upper portion.
Convex with the same sphere ratio as the concave type of seismic isolation plate 3-a
It has the sliding surface of the mold, and the opposite part of this convex is concave spherical
It has a sliding surface. The second intermediate sliding portion 6-b is the first intermediate sliding portion.
The convex portion having the same spherical ratio as the concave spherical surface of the opposite portion of the convex portion 6-a.
Mold has a sliding surface, and the opposite of the convex is a convex sphere
It has a sliding surface. The third intermediate slide 6-c is the second intermediate
It has the same spherical ratio as the convex spherical surface on the opposite side of the sliding portion 6-b
It has a concave sliding surface, and the opposite part of the concave
3-b seismic isolation plate with upward concave spherical sliding surface
It has a convex spherical sliding surface having the same spherical ratio. And
The first intermediate sliding portion 6-a, the second intermediate sliding portion 6-b, and the third
Connect the middle sliding part 6-c to the upper and lower concave seismic isolation plates (3-
a, 3-b). in this case,
As shown in Fig. 41 (e) and (f), upper seismic isolation plate 3 based on seismic amplitude
-a and lower seismic isolation plate 3-b are on the sliding part even if they are misaligned.
Area of contact between part 6-u and upper seismic isolation plate 3-a, and lower part of sliding part
The contact area between 6-l and the lower seismic isolation plate 3-b is always the same.
Advantageously, it is advantageous in vertical load transfer capability. Ma
In addition, the sliding part has a hem-spread shape compared to the concave spherical shape.
Is also advantageous in vertical load transmission capacity.
The second intermediate sliding portion 6-b may be spherical, and FIG.
Is the case. (g) shows the sliding part upper 6-u and lower 6-l,
When rollers and ball bearings 5-e, 5-f are provided
This is an embodiment of the present invention. This configuration, for concave spherical shape,
Rollers and ball bearings are always in contact,
The same contact area is obtained even when the
It is advantageous. Also this roller also ball bearing
5-e and 5-f are circulating rolling guides.
Take the form of circulating
You. Also, the second intermediate sliding portion 6-b and the first intermediate sliding portion 6-b
a, place the roller at the position where it contacts the third intermediate slide 6-c.
When the ball bearing is provided, the swing becomes easier,
It is advantageous. 4.2.4. Triple intermediate sliding part 2 FIG. 42 shows an embodiment of the invention according to claim 23.
You. The intermediate sliding portion 6 in 4.2.1.
-a, the second intermediate slide 6-b and the third intermediate slide 6-c
It is. The first intermediate sliding portion 6-a has a downward concave spherical sliding portion on the upper portion.
Convex with the same sphere ratio as the concave type of seismic isolation plate 3-a
The mold has a sliding surface, and the opposite part of the convex is a convex spherical surface
It has a sliding surface. The second intermediate sliding portion 6-b is the first intermediate sliding portion.
The concave portion having the same spherical ratio as the convex spherical surface of the opposite portion of the convex portion 6-a.
Mold has a sliding surface, and the opposite of the concave is a concave sphere.
It has a sliding surface. The third intermediate slide 6-c is the second intermediate
It has the same spherical ratio as the concave spherical surface on the opposite side of the sliding portion 6-b
It has a convex sliding surface, and the opposite part of this convex
3-b seismic isolation plate with upward concave spherical sliding surface
It has a convex spherical sliding surface having the same spherical ratio. And
The first intermediate sliding portion 6-a, the second intermediate sliding portion 6-b, and the third
The middle sliding part 6-c has concave upper and lower seismic isolation plates (3-
a, 3-b). in this case,
As shown in Figs. 42 (e) and (f), the upper seismic isolation plate 3 based on the seismic amplitude
-a and lower seismic isolation plate 3-b are on the sliding part even if they are misaligned.
Area of contact between part 6-u and upper seismic isolation plate 3-a, and lower part of sliding part
The contact area between 6-l and the lower seismic isolation plate 3-b is always the same.
The area gained is advantageous in vertical load transfer capability.
Roller or ball bearing on upper slide 6-u, lower slide 6-l
In some cases, rings 5-e and 5-f are provided. This configuration is concave
Roller or ball bearing for the spherical shape
Contact area, and the same contact area is obtained even during vibration.
It is advantageous in direct load transmission capacity. In addition, the second intermediate
Ridge 6-b, first intermediate slide 6-a, third intermediate slide 6-c
Rollers and ball bearings
This is advantageous in that the head swings easily. 4.2.5. Double (or more) seismic isolation with intermediate sliding part with restoring spring
Plate seismic isolation / slip bearing Claim 23-2 is the same as described in 4.2.
Above) Intermediate sliding in each device of seismic isolation plate seismic isolation and sliding bearing
Part 6 and upper seismic isolation plate 3-a, lower seismic isolation plate 3-b with spring 25
Gives connection and restoring force, and also has the function of restoring device
This is the invention of seismic isolation and sliding bearings. Specifically, FIG.
The middle sliding part 6 and the upper seismic isolation plate 3-a
The connecting part 6 and the lower seismic isolation plate 3-b are connected by a spring 25. Also,
As shown in FIG. 36-2, the intermediate sliding portion 6 and the upper seismic isolation plate 3-a
Also, one of the upper seismic isolation plates 3-b is connected by a spring 25.
In this case, those who are not connected by the spring 25
A configuration in which the intermediate sliding portion 6 is restored by a gradient of a curved surface or the like;
Become. Also, as shown in FIG. 35-5, the ball shown in FIG.
The cage 5-g of the bearing 5-e and the lower seismic isolation plate 3-b are
Connect with 25. Furthermore, this cage 5-g and upper seismic isolation plate 3-a
May be connected by a spring 25. In this case, the spring 25
In addition to restoring the more seismically isolated structures,
Return to the center of the seismic isolation plate, set the lower seismic isolation plate of the upper seismic isolation plate
Return to position is also possible. The advantages of this device
Is also used as a restoration device, as described in 4.1.1.
Like the seismic isolation plate, the size is reduced to almost half the size of the conventional one.
I do. Because of the middle slide 6, the upper seismic isolation plate
3-a and 3-b seismic isolation plate shift from each other during an earthquake
The upper and lower seismic isolation plates (3-a, 3
-B) up to the sum of slidable dimensions
Noh. However, the size of the deviation is sandwiched
Loss is caused by the width of the sliding portion 6 and the contracted spring. Its width
If Q is L and half of the maximum amplitude of the earthquake is L,
Since the upper and lower seismic isolation plates are shifted from each other,
The size of one side (assuming a square) is L + Q
Get better. In general, it should be
The above dimensions shall be used. On the other hand, thinking with conventional seismic isolation and sliding bearings
The size of one side of the seismic isolation plate (similarly,
Is 2 × L + Q. Therefore, the size of one side
Now, almost half, the size of the restoration device is large,
Solving the problem of taking place. 4.3. Double (or more) seismic isolation with rollers and ball bearings
Plate seismic isolation / sliding bearings Fig. 35,
An embodiment of the invention described in claim 24 is shown. 4.1.1.
Roller or ball bearing between the seismic isolation plates of ~ 4.1.2.
By adding 5-e, 5-f, etc., the decrease in friction coefficient can be measured.
High seismic isolation performance. Figure 35 shows 4.1.1.
(Or more) Ball bearings for seismic isolation plates and sliding bearings
This is the case. Dig down the lower seismic isolation plate 3-b and put the ball
Bearing 5-e is inserted. Upper seismic isolation plate 3-a and lower seismic isolation
When the shaker 3-b is in a sealed state with almost no gap, dust etc.
Suitable for not entering. 95 (d) (e) (f), 9
6 (b) (c), 97 (b) (c) refer to 4.1.2.
(Or more) Ball bearings for seismic isolation plates and sliding bearings
This is the case. Intermediate seismic isolation plate (3-m1, 3-m2, 3-m3
) And the lower seismic isolation plate 3-b,
Ng 5-e. Also, FIGS. 95 (a), 96 (a),
In the case of 97 (a), FIGS. 95 (e), 96 (c) and 97 (c)
As it is unidirectional, roller bearing 5-f can be used
No. In each case, cage (ball bearing / roller bearing) 5-g
5-e, 5-f does not change the location due to ball bearings
There are times when you do. In addition, 5-
There is also a method of lubricating the lubricant with e, 5-f. This roller
-Also, ball bearings are circulated by rolling guides.
It may be advantageous to take a circulating form. 4.4. Double (or more) seismic isolation plate with seal or dustproof cover
-Sliding bearing FIGS. 34 (g) and (h) show the invention according to claim 24-2.
Actual information on double (or more) seismic isolation plate seals and dustproof covers
This is an example, and can be applied to any of 4.1 to 4.3.
4.1.-4.3. Double (or more) seismic isolation plate Upper part of seismic isolation and sliding bearing
・ Around the entire periphery of the lower (including the middle) seismic isolation plate,
Bar 3-c and seal 3-c to allow for the shaking of small and medium earthquakes
Sealed, and the lubricant evaporates or becomes exposed to rain.
Friction coefficient due to accumulation and exposure to air
Can be prevented from decreasing. During a major earthquake,
When the 3-C is broken or the dust cover 3-C is opened,
Allow width. 5. Improved type of gravity-restoring seismic isolation / sliding bearing 5.1. Improvement of sliding part of gravity-restoring seismic isolation / sliding bearing
2 shows an embodiment of the improved invention. 5.1.1. Intermediate sliding part FIG. 43 shows an embodiment of the invention according to claim 25.
You. Of a base-isolation plate 3 having a concave spherical surface
It has a convex sliding surface with the same spherical ratio as the concave type, and
Intermediate sliding part with concave spherical sliding surface part
6 Intermediate sliding part with roller and ball bearing
6 (also holding roller and ball bearings
The intermediate sliding portion 6 has the same shape as the concave spherical sliding surface portion.
A sliding portion 5 having a convex sliding surface portion having a single spherical ratio;
This intermediate sliding portion 6 is combined with the concave seismic isolation plate 3 and the sliding portion.
5. The sliding part 5 is supported
The seismic isolation plate 3 is attached to the seismically isolated structure 1
Attached to the structure 2 that supports the structure 1 that is held and seismically isolated
Be killed. Also, the relationship between the seismic isolation plate 3 and the sliding part 5 is upside down.
In some cases. In this case, the sliding part 5 and the lower part
Even if the seismic isolation plate 3 is displaced, the intermediate sliding part 6 is exempt
Intermediate sliding part 6 slides to follow the sphericity of shaking plate 3
5 and the contact between the sliding parts (5, 6) and the seismic isolation plate 3
The contact area is always the same, and the vertical load transmission capacity
It is advantageous. In addition, the sliding part has a concave spherical shape
The hem-spreading shape,
Is advantageous. Roller or bob on the lower 6-l
The ball bearings 5-e and 5-f may be provided. This structure
The result is that a roller or a ball is always
The bearings are in contact, and the same contact area is obtained even during vibration.
This is advantageous in vertical load transmission capacity. Also, inside
At the position where the sliding section 6 and the sliding section 5 are in contact, a roller or
Providing ball bearings makes it easy to swing
It is profitable. Also, as shown in FIG.
-Also, ball bearings are circulated by rolling guides.
Advantageously it takes a circulating form. 5.1.2. Double Intermediate Sliding Parts FIGS. 44 to 45 show the invention according to claims 26 to 27.
An example is shown. 5.1.1.
Intermediate sliding part with roller and ball bearings
Intermediate sliding part 6-a with roller and ball bearing
The first intermediate sliding portion 6-a and the second intermediate sliding portion 6-b and rollers
-To the second intermediate sliding part 6-b with ball bearing
Split. FIG. 44 is a cross sectional view of the invention according to claim 26.
An example of gravity-restoring seismic isolation and sliding bearings with sliding parts
Yes, same as the concave type of base isolation plate 3 with concave spherical sliding surface
A convex spherical sliding surface having a spherical ratio, and the convex spherical surface
The opposite part of the surface sliding surface is a second medium having a concave spherical surface
Same as the inter-sliding part 6-b and the concave spherical sliding surface part on the opposite side.
A convex spherical sliding surface having a spherical ratio, and the convex spherical surface
Opposite to the sliding surface is the first intermediate with a concave spherical sliding surface
The first intermediate sliding portion 6-a has a sliding portion 6-a.
A convex spherical sliding surface with the same spherical ratio as the spherical sliding surface
The first intermediate sliding portion 6-a and the second intermediate sliding portion
Insert the sliding part 6-b between the concave seismic isolation plate 3 and the sliding part 5
Configuration. In addition, the relation between seismic isolation plate 3 and sliding part 5
The person in charge may be upside down. FIG.
Gravity-restoring seismic isolation / sliding system with double intermediate sliding part
Seismic isolation with concave spherical sliding surface
Also includes a convex spherical sliding surface with the same spherical ratio as the concave type of the plate 3.
And the opposite part of the convex has a convex spherical sliding surface.
The second intermediate sliding portion 6-b and the opposite convex spherical sliding surface portion
It has a concave spherical sliding surface with the same spherical ratio as
The opposite part of the concave spherical sliding surface has a convex spherical sliding surface.
It has one intermediate sliding portion 6-a, and the first intermediate sliding portion 6-a
Concave spherical sliding surface with the same spherical ratio as the convex spherical sliding surface
A sliding portion 5 having a first intermediate sliding portion 6-a;
The second intermediate sliding portion 6-b is added to the concave seismic isolation plate 3 and the sliding portion 5,
It is constituted by sandwiching. In addition, seismic isolation plate 3 and sliding part
The relationship with 5 may be upside down. 44 and 45
In each case, as shown in Fig. 45 (e) and (f),
Even if the sliding part 5 and the lower seismic isolation plate 3
So that the intermediate sliding portion 6-b follows the spherical ratio of the seismic isolation plate 3,
The intermediate slide 6-b rotates with respect to the intermediate slide 6-a, and
In the meantime, the intermediate sliding portion 6-a rotates with respect to the sliding portion 5,
(5, 6-a, 6-b) and seismic isolation plate 3 always have the same contact area.
The area gained is advantageous in vertical load transfer capability.
In addition, the sliding part has a wider skirt than the concave spherical shape.
Is also advantageous in vertical load transfer capability.
You. In addition, a roller or the like is attached to the lower part 6-l of the sliding part 6-b.
Ball bearings 5-e, 5-f may be provided. This
Configuration is always roller or ball
Contact area, and the same contact area during vibration
Obtained and advantageous in vertical load transfer capability. Ma
The first intermediate sliding portion 6-a, the sliding portion 5, and the second intermediate sliding portion
Roller or ball bearing in contact with 6-b
Is advantageous in that the head is easily swung. Also,
As can be seen in FIG.
The ring takes the form of circulation by a circulating rolling guide
Is advantageous. 5.2. Gravity restoration type seismic isolation / sliding support of vertical displacement absorbing type of sliding part
5.2.1. Gravity restoration type seismic isolation / slip of vertical displacement absorption type of sliding part
Bearing FIG. 46 is a view showing a vertical displacement absorption of a sliding portion according to the twenty-eighth aspect.
An example of the gravity recovery type seismic isolation and sliding bearing of the collection type is shown.
You. Due to the concave surface at the time of amplitude of gravity restoring seismic isolation and sliding bearing C
Which absorbs the vertical displacement, and the sliding portion 5 includes a cylinder 5-a,
A spring (including an air spring) inserted into the cylinder 5-a or
Rubber 5-b and the lubricator inserted in the lower part
It is composed of a leading edge 5-c. This spring (including air spring)
MM) Rubber 5-b is made of gravity restoring seismic isolation / sliding bearing C
Although it absorbs vertical displacement during motion, it is 2.6.
It is also possible to use a vertical displacement absorber at the time of bearing
Effect. With respect to the upper part of the cylinder 5-a, simply
Although it may be specified, the female screw is
5-d may be inserted. For this male screw 5-d
The male screw 5-d in the direction of entry and tighten.
By compressing the spring 5-b, the repulsive force of the spring 5-b is reduced.
Also has a function to strengthen the pushing force of the sliding part tip 5-c
In addition, to increase the resilience of the structure A
Enables correction of residual displacement. Also, this spring (air
Rubber 5-b is gravity-restoring seismic isolation and sliding bearing
In addition to absorbing the vertical displacement during the operation of C, the vertical seismic isolation
It also has the function of. Roller on the lower surface 5-l of the sliding part
-Also, when ball bearings 5-e, 5-f are provided
You. The rollers and ball bearings
It is advantageous to adopt a form that circulates by a cyclic rolling guide.
You. 5.2.2. Gravity restoration type seismic isolation / sliding of vertical displacement absorption type of sliding part
The invention according to claim 48-2 is a sliding portion vertical displacement absorbing type.
The invention relates to a gravity restoring type seismic isolation / sliding bearing. Later
According to the 8.1.6. And 8.1.7. Earthquake sensors (amplitude)
The fixing pin 7 of the automatic control type fixing pin device is
5 In addition to the sliding section 5 with rollers and ball bearings
Then, insert the fixing pins 7-v and 7-vm into the concave sliding surface.
Is a seismic isolation plate 3 with
Gravity restoration type seismic isolation and sliding bearings with vertical displacement absorption type of sliding part are available.
It will work. Also this roller also ball bearing
Has a form that circulates by a circulating rolling guide.
It is profitable. 5.3. Boundary type vertical displacement absorbing gravity restoration type seismic isolation / sliding bearing FIG.
Examples of seismic isolation and sliding bearings with vertical displacement absorption gravity restoration type of sliding part
Is shown. Seismic isolation plate 3 with concave sliding surface and seismic isolation
Roller ball bearing that can slide on the concave sliding surface of plate 3
Bearing or sliding part 5 and the seismic isolation plate 3 and
And roller / ball bearing or sliding part 5
Slide one side vertically to the seismically isolated structure 1
In the horizontal direction, the slide device 32 is restrained.
And the other supporting the seismically isolated structure
2 seismic isolation device and sliding bearing
is there. Among them, FIGS. 93 (a) and (b) have concave sliding surfaces.
Can slide on the seismic isolation plate 3 and the concave sliding surface portion of the seismic isolation plate 3
Having a roller / ball bearing or sliding portion 5;
And a roller / ball bearing or sliding part 5
To the seismically isolated structure 1 by sliding it vertically
In the horizontal direction, it is connected with the restrained slide device 32 and seismic isolation
The plate 3 is provided on the structure 2 supporting the seismically isolated structure.
In the example of seismic isolation device and sliding bearing
is there. Figs. 93 (a) and (c) show the seismic isolation plate with a concave sliding surface.
3 and a roller that can slide on the concave sliding surface of the seismic isolation plate 3.
A ball bearing or a sliding portion 5;
The seismic isolation plate 3 is vertically slid on the structure 1 to be isolated.
In the horizontal direction by a restricted slide device 32.
The roller / ball bearing or sliding part 5
To the structure 2 supporting this seismically isolated structure.
Example of seismic isolation device and sliding bearing
You. 93 (a) and (b), and (a) and (c), the concave sliding surface
Of the seismic isolation plate 3 having a unidirectional shape (1 to 4 of Japanese Patent No. 1844024)
FIG. And the seismic isolation plate above and below the embodiment of FIG. 38 of the present application.
) Or omnidirectional shape such as spherical or mortar
good. To explain the function, slide vertically and move horizontally
The direction is seismically isolated by the restricted slide device 32.
Structure A and the sliding part 5 of gravity-restoring seismic isolation and sliding bearing C
By connecting one of the seismic isolation plates 3
・ The horizontal displacement due to the amplitude of the sliding bearing C during the earthquake is seismically isolated.
Is transmitted to the structure A, which is to be gravity-restored.
The vertical displacement due to the amplitude of the earthquake in C is the seismically isolated structure.
Not transmitted to A. By that, seismic isolation of other combined use
There is no need to provide vertical displacement play for the device. example
For example, the pull-out prevention device and sliding support of the invention in Patent No. 1844024
Wind pullout due to play in vertical displacement of the pullout prevention device
Elimination of rattling due to force. Gravity restoration type seismic isolation / slip
Considering the restoring performance of bearing C, gravity restoring seismic isolation
The weight of the member 20 attached to the sliding part 5 of the bearing C is seismically isolated.
Compared to the structure A, this gravity-restoring seismic isolation
It must be heavy enough to be resilient. Also, member 2
By freely changing the weight of zero, gravity-restoring seismic isolation
The number of sliding bearings C can be adjusted, and
Also, by freely changing the weight of the member 20,
Adjustable. Note that (b) and (c) in FIG.
It is sectional drawing of a bearing, and (a) is those top views. Ma
In addition, the seismic isolation plate 3 having the concave sliding surface portion of the sliding portion 5 is in contact with the sliding portion 5.
Roller or ball pad on the lower surface 5-l or upper surface 5-u of the sliding part
In some cases, the rings 5-e and 5-f are provided. This roller
The ball bearing is circulated by a circulating rolling guide.
Advantageously, it takes the form of a ring. 6. New gravity restoring type seismic isolation device FIGS.
An example of the new gravity restoration type seismic isolation device C without direct displacement is shown.
I have. FIG. 47 shows an embodiment of the invention according to claim 30.
The weight 20 hung by the hanging material 8 on the seismically isolated structure A is
Through the holes 31 in the structure or foundation 2
Hang it underneath. Regarding the shape of the hole 31
For example, for one-way restoration performance,
Round insertion hole, insertion hole through rollers, omnidirectional return
Regarding the original performance, a rounded bowl-shaped insertion hole
Insertion hole (Fig. 48), mortar shape
As shown in the hole (FIG. 47), the contact between the suspending material 8 and the insertion hole 31 is made.
Round the corner or reduce friction through a rotor such as a roller.
It is better to make it. The material of the insertion hole 31 is low friction.
The friction material is better, and the strength of the material is also required. Also, hanging material
8 is also a cable of a material that is strong and can be bent.
, Wire, rope, etc. are selected. About resilience
Therefore, in the case of using the new gravity restoring seismic isolation device C alone,
The weight of the weight 20 is used together with the weight of the seismically isolated structure A.
Multiplied by the friction coefficient of the seismic isolation
Need to be on top. When using multiple units
Must divide the above value by that number and make it greater than or equal to that number.
It is necessary. FIG. 48 shows an embodiment of the invention according to claim 31.
Between the weight 20 and the supporting structure 2 in the embodiment of FIG.
, Springs (including air springs), rubber, etc. 25 (hereinafter "springs")
In this embodiment, the strength of the spring 25 and the weight
20 can be lightened, and the buffer at the maximum amplitude
Can be used for equipment. In particular, the gap between the spring 25 and the foundation 2
Provide a mechanism where the spring does not work beyond a certain earthquake amplitude
And a shock absorber that functions only at the maximum amplitude.
It also serves as a device to prevent the seismic isolation plate from coming off. FIG.
Reference numeral 2 denotes an embodiment of the invention described in claim 31-2, wherein the weight 2
0, on the hanger 8 and on these extensions,
It is configured by providing a lock function. Specifically
Is fixed to the weight 20, the hanging material 8 and these extensions
An insertion portion 7-V of the pin device G is provided, and the fixing pin 7 is inserted.
(The locking function of the fixed pin device). This fixed
The pin device G is described in “8.
There are various types such as "sama". Patent No. 1844024 and special features
Seismic isolation restoration device at Ky 2575283 (Gravity restoration type seismic isolation and sliding)
Vertical displacement occurs during seismic vibration,
No vertical displacement occurs despite the original seismic isolation device. This
This is due to the vertical displacement of pull-out prevention device, fixed pin device, etc.
To solve the problem (2.6. Etc.). Also,
New gravity restoring seismic isolation device
To improve seismic isolation performance. Restoration control by spring is displacement
Strong earthquake with large displacement because the restoration performance increases in proportion to
The greater the repulsion, the lower the seismic isolation performance. That
Point, this new gravity restoration type is a constant restoration that is not proportional to displacement
Reduced seismic isolation performance against strong earthquakes to gain power
Never do. Also, a constant restoration not proportional to this displacement
Force performance has significant effect on residual displacement after earthquake
have. In other words, a spring type that increases the restoration performance in proportion to the displacement
Has no restoring force when the displacement is small.
Therefore, residual displacement tends to remain. However, in proportion to the displacement,
This new gravity restoring type with no constant restoring force has small displacement.
Even so, a constant restoring force can be obtained, eliminating residual displacement.
The ability to leave is great. In addition, seismic isolation by weight 20
Depressing the center of gravity of the structure, causing problems such as locking phenomenon
Fewer and contributes to stable seismic isolation performance
You. 7. Vertical seismic isolation device Figures 49 to 57 show vertical seismic isolation devices that seize the vertical force of an earthquake.
3 shows an embodiment of the present invention. 7.1. Vertical seismic isolation / slip bearing of vertical displacement absorption type of sliding part FIGS.
1 shows an embodiment of a sliding bearing I. 5.2.
With the application of gravity recovery type seismic isolation and sliding bearings
A seismic isolation plate 3 having a sliding surface or a planar sliding surface
Roller ball that can slide on the sliding surface of the seismic isolation plate 3
Bearing or sliding part 5 (hereinafter referred to as "sliding part")
The sliding portion 5 includes a cylinder 5-a and a cylinder 5-a.
A spring (including an air spring) and rubber 5-b inserted therein,
The tip of the sliding part 5-c inserted in the form protruding below it
And the seismic isolation plate 3 and the sliding portion 5
One of them is to the seismically isolated structure 1 and the other is
By providing the structure 2 that supports the structure to be shaken
It is composed of seismic isolation and sliding bearings. In addition, the cylinder 5-a
With regard to the upper part, 5.2.
The female screw is cut, and the male screw 5-d is inserted.
It may be. For this male screw 5-d,
By turning the screw 5-d in the entry direction and tightening,
Compress the spring 5-b to increase the repulsion of the spring 5-b,
It has a function to increase the pushing force of the leading edge of 5-c, and the restoring force
Or the remaining structure A to be isolated after the earthquake
Enables correction of anchor displacement. Roller on the lower surface 5-l of the sliding part
-Also, when ball bearings 5-e, 5-f are provided
You. This roller or ball bearing has a circulating rolling
Advantageously, it takes the form of circulation by means of guidance. 7.2. Pull-out prevention device with vertical seismic isolation (including with restoration) FIGS.
1 shows an embodiment of a sliding bearing I. The above-mentioned cross-shaped seismic isolation
Sliding bearing, seismic isolation / sliding bearing with cross-shaped restoration, and patent 1
Upper slide of pull-out prevention device and sliding bearing of 844024
Between the member 4-a and the seismically isolated structure 1;
Between the supporting member 4-b and the structure 2 supporting the seismically isolated structure
A vertically elastic spring (air
(Including a spring) and a rubber 25 is provided. Of course,
Between the upper slide member 4-a and the seismically isolated structure 1,
In addition, the lower slide member 4-b and the seismically isolated structure are supported.
Or only one of the two structures. This equipment
The features of the installation are cross-shaped seismic isolation and sliding bearings (including restoration),
The horizontal force is absorbed by the pull-out prevention device and the sliding bearing.
Vertical motion without being affected by the horizontal force.
Only the above spring (including air spring) and rubber 25 absorb
Vertical seismic isolation is possible. FIG. 51 shows the patent
Pull-out prevention device for 1844024 No.
Between the ride member 4-a and the seismically isolated structure 1 and below
To support the head-sliding member 4-b and the seismically isolated structure
A vertically elastic spring (empty) between the body 2 and both
In this embodiment, rubber 25 is provided. Figure
52 is a pull-out prevention device with a restoration / damping spring described in 2.1.
Structure 1 that is seismically isolated from the upper slide member 4-a for the bearing
And the structure that is seismically isolated from the lower slide member 4-b
Vertically, both into and out of the body-supporting structure 2
Spring (including air spring) and rubber 25 installed
This is an example. FIG. 52 shows a horizontal restoration and a damping performance.
One. 7.3. Vertical seismic isolation device for each floor and each floor FIGS. 53 to 54 show the vertical seismic isolation device according to claim 34.
3 shows an embodiment of the present invention. Vertical to isolate seismic vertical force
The seismic isolation device I is difficult for the whole building. Therefore, earthquake water
The flat force is the base of the structure B supporting the seismically isolated structure.
(Isolated in the horizontal direction only on the lower floor)
The entire structure A to be seismically isolated is seismically isolated by the seismic device H.
Vertical direction in units of layers or floors that combine units or
Vertical seismic isolation device I that is seismically isolated only
A seismic isolation device that seismically isolates in the horizontal direction may be used).
Let As this vertical seismic isolation device I, floor seismic isolation
Although it is conceivable, a box that integrates the floor, wall,
Vertical seismic isolation may be used in units or floor units. This departure
The advantage of Ming is that the spring above the vertical seismic isolation
The fact that the entire structure becomes too large and impossible
It is made possible by dispersing the floor and each layer. Also,
Merit that can separate the horizontal and vertical seismic force clearly
There is also a set. On the first and second floors (layers) in FIG.
On the 3rd floor (layer), the entire box with the well integrated is the wall and floor
On the 4th floor (layer), the floor, and on the 5th floor (layer), 1 floor
There are three floors in the layer, and their walls, floor,
On the rooftop layer, the entire box with the wells
Example of vertical seismic isolation of the entire structure constructed above
It is a representation. How to put vertical seismic isolation device I on the second floor
(Layer) As mentioned above, it is usually the lower part, but the first floor (layer)
Is vertically above and below the entire box that integrates the wall, floor, and ceiling.
In some cases, the seismic isolation device I is inserted. FIG. 54 (a) shows each layer
(Floor) is restrained in the horizontal direction and exempt only in the vertical direction
Equipped with seismic vertical seismic isolation device I, the seismic horizontal force
A horizontal seismic isolation device installed on the base (also on lower floors)
FIG. This horizontal
Equipped with vertical seismic isolation device I that is bundled and seismically isolated only in the vertical direction
By doing so, seismic vibration is simplified, and
Purification becomes possible. However, of course, vertical and horizontal
To install seismic isolation devices on each floor (floor)
There is also. FIG. 54 (b) shows this horizontal constraint,
Example of vertical seismic isolation device I that seismically isolates only in the vertical direction
This is the horizontal constraint, the vertical
The specific configuration of the vertical seismic isolation device I that seismically isolates
Heavy cylinder (cylinder, square cylinder may be used), one cylinder 5-c is the other
Slide in each other in a size that can be inserted into the other cylinder 5-a
And a spring 5-b that expands and contracts in the vertical direction
You. The size of the double cylinder (5-a, 5-c) that slides on each other
This is because one tube and the other tube have an overlap
Even if the spring 5-b is fully extended,
It is necessary to be. In addition, two that slide to each other
The size of the heavy cylinder (5-a, 5-c) is one cylinder and the other cylinder
When they completely overlap with each other and shrink most, this spring 5-b
However, in a compressed and shrunk state,
What size is needed. 7.4. Vertical seismic isolation device using tensile material FIGS.
1 shows an embodiment of a vertical seismic isolation device I. Structure to be seismically isolated
To support the support members 1 such as columns, beams, foundations, etc. of the structure A
Tension material 8 in three directions or more, and support the other end
A triangular structure composed of a structure or a compressed material 2 of the foundation B
At the top, the elasticity of the tension member 8 or the pull
Due to the elasticity of the springs 25 provided in the middle of the upholstery 8,
Vertical seismic isolation of the structure A is possible. Also, tensile material
8 may also be composed of an upper chord 8-u and a lower chord 8-l
Yes, only the lower chord 8-l is valid, but the upper chord 8-u is added.
As a result, the pillars 1 of the structure A to be seismically isolated become independent
I do. FIG. 55 shows that the tension member 8 is composed of only the lower chord member.
This is an example of the case. FIG. 56 shows that the tension member 8 is the upper chord member 8.
-u and the lower chord 8-l are examples.
You. FIG. 57 is composed of an upper chord material 8-u and a lower chord material 8-l.
This is an embodiment in which a spring 25 is further inserted.
In addition, the elasticity of the tensile material when a spring is not used is high tension.
Enabled by using a power cord or high-tension cable material
Become. In other words, these materials have a high elastic modulus.
You. In addition, the feature of this device is that (when the spring 25 is not used,
Thanks to the use of no springs)
Enable seismicity. In each case, horizontal seismic isolation
It also has the function of 8. Specification of fixed pin device 8.1. Fixed pin device by seismic actuation The type of fixed pin device that reacts (actuates) by seismic force is
1) Impact force / acceleration response type 2) Separation into amplitude response type. 1) For impact force / acceleration response type, see 8.1.1.
8.1.2. Interlocking operation with fixed pin device with broken pins by
It is a fixed pin. 2) Amplitude response type is 8.1.3. Simple earthquake sensor (amplitude)
8.1.4.Automatic restoration type, 8.1.5. ~ 8.
1.8. Automatically controlled fixed pin device by earthquake sensor (amplitude)
8.1.9 Combined use of vertical displacement absorbing gravity restoration type seismic isolation and sliding bearings
It is an automatic control type fixed pin device. In addition, 1)
2) Amplitude response type is more sensitive (sensitivity) than velocity response type
Excellent about. In addition, only one operation
Actuation type (mainly for large earthquakes), automatic restoration type, automatic control
Divide into types. 8.1.1. Bending pin type fixed pin device due to earthquake impact / acceleration
FIGS. 58 to 59 show blades according to the invention of claim 36.
1 shows an embodiment of a cutting-type fixing pin device G. This fixed
The fixed pin device G is an operation type which is operated only once.
Therefore, it is a large earthquake response type. This fixing pin 7
Is disengaged by being cut by seismic force during an earthquake
Installed to release the fixed structure 1 to be seismically isolated
(Hereinafter referred to as “folded pin”, “folded pin type fixed pin
”). Specifically, the seismic isolation device
Structure 1 and structure supporting this seismic isolated structure
2 and a fixing pin 7 for fixing the same. This fixing pin 7
Is a pin that breaks or breaks due to a certain level of seismic force.
Structure that is seismically isolated by seismic force during an earthquake
1 is released so that the fixing pin 7 is released.
Describes the seismically isolated structure 1 and the seismically isolated structure
It is attached so that it is connected between the supporting structure 2 and the structure.
Is done. 8.1.1.1. Cutting type fixed pin device with blade Of blade 16 and fixed pin 7 for cutting fixed pin 7
One is on the seismically isolated structure 1 and the other is on the seismically isolated structure.
It is attached to the structure 2 that supports the structure. FIG. 58, FIG.
9, the fixing pin 7 is attached to the seismically isolated structure 1.
Structure in which the blade 16 for cutting the fixing pin 7 is seismically isolated
Actual when mounted on the body-supporting structure 2
This is an example. In some cases, the relationship is reversed. Also, the fixing pin 7
There is also a single blade type that cuts from one side of the
There is also a double-edged type that cuts from both sides. FIG. 58 shows a single-edged
FIG. 59 shows a double-edged type. 8.1.1.2. Cutting-type fixed pin device with play space installation type blade In 8.1.1.1.
By providing play and accelerating, the fixing pin 7 is cut. Blade 1
6 and the fixed pin 7 do not touch each other in a small or medium earthquake
In the gap between the play of the blade 16 and the fixing pin 7,
Insert 6. The cushioning material 26 is made of a cushion made of glass wool or the like.
Material, or a material that gives viscous friction. Fig. 58
Is a single-edged type, and FIG. 59 is a double-edged type. 8.1.2. Interlocking operation fixed pin device 8.1.2.1. Interlocking operation fixing pin device FIG.
3 is an embodiment of the invention designed to work together.
In particular, it is valuable in the case of a broken pin type fixed pin device. Ingredient
Physically, the structure 1 and its
Fixing to fix the structure 2 supporting the structure to be seismically isolated
Consists of pins 7. More than a certain amount of broken pin type fixed pin device
Fixed pipes that break or break due to seismic force
In two or more fixed pin devices that contain
The upper and lower ends of these fixing pins 7 are mutually wire and low
And other cables 8
At the end of the spring (including air spring) or rubber, etc. 9-t pulled
Have been. At the time of earthquake, seismic force caused the fixed pin 7-s
If it breaks or breaks, it works with the cable 8
To lock the other fixing pin 7
Lock plate with fixed pin 7 fitted in lock hole 11-v
11 is loosened and the lock (clasp, etc.) of the fixing pin 7 is received.
Lock plate 11 comes off from notch 7-c and is fixed
The lock of the pin 7 is released, and
9-c, etc. (this is also true for 9-t, etc.
The fixing pin 7 is removed and the base is isolated.
The fixing of the structure 1 to be performed is simultaneously released.
Further, the lock plate 11 will be described.
Lock for locking fixed pin 7 on rate 11
The hole 11-v is opened, and the lock hole 11-v is
It has a size that can penetrate the housing 7. And of the fixing pin 7
7-c notch of lock (clasp etc.)
The fixing pin 7 is locked into the hole 11-v
You. The lock plate 11 can be slid in one direction.
It is made to be able to. It should be noted that the fixing pin device G shown in FIG.
Structure 1 to be seismically isolated, supporting this structure 1
Cable and wire
Also, the rope 8 and the like may be reversed. This device is compatible with 8.
1.3. Fixed pin device with simple earthquake sensor (amplitude), 8.
1.4. Automatic restoration type, 8.1.5 to 8.1.8. Earthquake sensor (amplitude)
8.1.9 Automatic displacement fixed pin device by vertical displacement absorption weight
Force-restoring seismic isolation / sliding bearing combined automatic control type fixed pin device,
8.2. Can be used for fixed pin device with wind sensor
It is. These 8.1.3., 8.1.4., 8.1.5., 8.1.6.,
8.1.7., 8.1.8., 8.1.9., 8.2.
If there are multiple components,
In some cases, the release and fixation method may be selected at the same time.
Needless to say, With the development of this device,
Installation of two or more broken pins, which is a defect of the fixed pin device
To solve the problem. In other words, even if one breaks,
The other one does not always break at the same time.
When seismic force acts, it moves eccentrically. Eliminate the disadvantage
In order to release the fixing pin at the same time,
Was. This device solves this problem. 8.1.2.2. Interlocking operation fixed pin device
In addition to the folding pin type fixed pin device of 8.1.1., The following 8.
1.3. Can also be used with fixed pin devices described below
It is something. FIGS. 70 to 71 show an embodiment according to claim 38.
Fig. 4 shows an embodiment of a bright interlocking fixed pin device. Wind
In two or more fixed pin devices that prevent shaking, etc.,
Plates that are ready for riding
Connected with the release, etc.
Has a member that locks the fixed pin, and oscillates during an earthquake
Device for extruding or pulling back one of said plates
By connecting the wire or release
And, at the same time, the locking part at the end of each plate
The material is released by releasing each fixing pin device.
This is an embodiment to be performed. FIG. 70 shows one such case.
You. The fixing pin 7 is locked to the lock plate 11.
Lock hole 11-v is opened for the lock hole 11-v.
-v is large enough to penetrate the fixing pin 7. And
Notch 7-c for lock (clasp, etc.) of fixing pin 7
Then, the fixing pin 7 is fitted into the lock hole 11-v,
Is locked. In addition, the lock plate 11 is moved in one direction.
You can slide on it. And two or more
The lock plate 11 is connected with a wire 8 or the like.
And the wire etc. interlock in the pulling direction,
Return in the opposite direction by a spring or the like 9 on its own.
In the extrusion direction of rate 11, the amplitude sensor
The push-out portions 17 of the devices 13, 14, 15 act (see FIG. 70).
(Open arrow) of the lock plate 11
The fixed pin fitted and locked into the lock hole 11-v
This is a method in which unlocking of the lock 7 is performed at the same time. Also,
Instead of wire 8, connect with release, 8-r, one way
Two or more rock plays that can be slid to
And connect them to each other and extrude them using 8-r
Can be linked to both directions of pulling
In the direction of unlocking
The push-out part 17 of the sensor amplitude device acts, and its lock hole
11-v, the lock pin 7 fitted and locked
There is also a method in which unlocking is performed simultaneously. The lock
In the direction opposite to the extrusion direction of the rate 11, lock plate
There is no need to attach a spring 9 to any of
You. Fig. 71 shows the case of the folding pin type fixing pin 7 in 8.1.1.
Yes, lock release of lock plate 11 in case of earthquake
Push-out part 17 of the seismic sensor amplitude device acts in the direction of
Instead of the lock hole 11-v of the lock plate 11
The fixed pin 7 that is fitted and locked is
Is cut or cut off by gravity or spring 9-t etc.
7-c notch of lock (clasp, etc.) receiver of fixing pin
This lock plate 11 is pushed out by the shape of
Moves in the release direction of the fixed pin and locks other fixed pins
The plate 11 is also moved by a wire, a release 8 or the like.
In conjunction with the movement, it moves in the release direction of the fixed pin,
Others fitted in the lock holes 11-v of the plate 11
The fixing pin 7 is also unlocked at the same time. 8.1.2.3. Interlocking operation fixing pin device FIGS. 72 to 73 show an interlocking operation fixing device according to claim 39.
4 shows an embodiment of a fixed pin device. Prevent wind sway
You can slide on two or more fixed pin devices.
Seared, unbranched plate, three or four
Also, at each end of the plate which is further separated,
It has a member to lock the fixing pin, and when an earthquake occurs,
Device to push or pull back the plate
Thereby simultaneously locking the respective ends of the members
Is configured by releasing each fixed pin device
This is a working example. Figure 72 can slide in one direction
Lock plate with two or more lock holes
11-v, and lock plate 11
In the direction of unlocking (extending direction), an earthquake sensor described later
The push-out portions 17 of the amplitude devices 13, 14, 15 act (see FIG.
72), the lock of the lock plate 11
Two or more locks fitted and locked in
This is the case where the locks of the fixed pins 7 are simultaneously performed.
In the direction opposite to the pushing direction of the lock plate 11,
It is necessary to restore the lock plate 11 by attaching a spring 9 or the like.
Is there. FIG. 73 shows the case of the folding pin type fixing pin 7 in 8.1.1.
The lock of the lock plate 11 at the time of the above-mentioned earthquake
In the direction of release, the push-out part 17 of the earthquake sensor amplitude device
Instead of acting, the lock hole 11 of the lock plate 11
-The fixed pin 7 fitted and locked in -v
Should be broken or cut by gravity or spring 9-t etc.
Notch 7
The lock plate 11 is pushed out by the shape of -c.
The lock plate 1
The other fixing pin fitted in the other locking hole 11-v
The lock 7 is also unlocked at the same time. FIG.
2 has two lock holes 1
FIG. 73 shows the case where 1-v is opened.
Four or more individual plates
When the lock hole 11-v is released at the same time as the earthquake
It is. As a matter of course, FIG.
Like a three-, four-, or even more divided
Think at the rate. 8.1.2.4. Interlocking operation fixing pin device FIGS. 74 to 77 show an interlocking operation fixing device according to claim 40.
4 shows an embodiment of a fixed pin device. Prevent wind sway
At the center of two or more fixed pin devices
Rotatable plate, three or four or more
Attach the individual ends of the split plate
A device that has a member that locks a pin and swings in the event of an earthquake
Can be pushed or pulled back in the direction of rotation of the plate.
By simultaneously locking each end
The material is released by releasing each fixing pin device.
This is an embodiment to be performed. Figures 74-75 show rock play
In this case, the number is one without branching. FIG. 74 is at the center
On the lock plate 11 that can be rotated
It has a lock hole 11-v, and the lock plate 11 is fixed
In the rotation direction of the unlocking of the pin 7,
Extrusion part 17 of seismic sensor amplitude device 13, 14, 15
Act (open arrow in FIG. 74), and the lock hole 11-v
The unlocking of the fixed pin 7 fitted and locked
This is the case when removal is performed simultaneously. In addition, earthquake sensor vibration
The lock plate is used to rotate the width device in the opposite direction to the extrusion direction.
It is necessary to attach a spring or the like 9 to 11 and restore it. Figure 75
Is the case of the folding pin type fixing pin 7 of 8.1.1.
Note that the rotation direction of the unlocking of the lock plate 11
The push-out part 17 of the earthquake sensor amplitude device works during an earthquake
Instead, fit into the lock hole 11-v of the lock plate 11.
Fixed pin 7 that is stuck and locked breaks during an earthquake
Is cut off by gravity or spring 9-t etc.
7-c shape of notch for lock of fixed pin (clasp, etc.)
The lock plate 11 is pushed out by the
Rotation of the lock plate 11
The other fixing pins 7 fitted in the other lock holes 11-v are also the same.
It is sometimes unlocked. 76 to 77
This is the case where the hook plate branches. Three or four
Also, it branches further and turns around its center
To the lock plate 11 that can be
It has a lock hole 11-v, and the lock plate 11 is fixed
In the rotation direction of the unlocking of the pin 7,
Extrusion part 17 of seismic sensor amplitude device 13, 14, 15
Act (open arrow in FIG. 76), and the lock hole 11-v
The unlocking of the fixing pin 7 fitted in the
It is a method. How to push out the earthquake sensor amplitude device
To rotate in the opposite direction, apply a spring 9 to the lock plate 11.
It is necessary to restore it. Fig. 77 shows the broken line in 8.1.1.
This is the case of the pin-type fixing pin 7 and the lock plate described above.
In the rotation direction of the lock release of 11, the earthquake sensor at the time of earthquake
Instead of the push-out part 17 of the amplitude device acting,
Locked into the lock hole 11-v of the rate 11
Fixed pin 7 is broken or cut during the earthquake,
Also, it is released by the spring 9-t etc.
Metal lock, etc.)
Rate 11 is pushed out and rotates in the release direction of the fixed pin
The other lock holes 11-v of the lock plate 11
The other fixing pins 7 fitted in the
Things. In addition, the above 8.1.2.2.
Device ~ 8.1.2.4. Earthquake sensor of fixed pin device linked operation
-The push-out part 17 of the amplitude devices 13, 14, 15 hits
The slide device can be adjusted so that the lock 11 comes out.
24, the seismic sensor amplitude devices 13, 14, 15
The distance between the pushing part 17 and the lock 11 can be freely changed,
To be able to adjust the amplitude width of the earthquake sensor amplitude device
Change the magnitude of seismic force when fixing pin 7 is released
You can do it. Incidentally, in the plan views of FIGS.
A hook arrow with a US mark indicates the cutting direction of the sectional view below it.
Is what you are doing. 8.1.2.5. Interlocking operation fixed pin device
With these electric signals, the fixing pin is released. Solid
Regarding the cancellation of the fixed, it is divided into two. (1) Release of the fixing pin itself by electricity In the event of an earthquake, one or more
Indicates that a plurality of fixing pins are released. (2) Unlocking of fixed pin only by electricity During an earthquake, one or more
Is unlocked by multiple fixed pins, and the fixed pins themselves
Release by spring and seismic force. Lock pin
When the lock is released by electricity and the fixing pin itself is released
Does not depend on electricity, but on spring and seismic force etc.
Is the case. Release of the fixing pin in (1) requires promptness.
Power, etc. are required, but the fixed pin itself in (2)
If only the lock is released, a simple mechanism with small power is sufficient. 8.1.3. Fixed pin device using simple earthquake sensor (amplitude) Fixed pin device using simple earthquake sensor (amplitude)
Separated into two types, dish type and pendulum type, each unlocked
It is divided into a mold and a hanging material cutting mold. In particular, complete reuse
Possible simple fixing pin device is unlocked type
However, the hanging material cut type only replaces the hanging material and can be reused.
It will work. 8.1.3.1. Seismic isolation plate type (restoration: gravity restoration type and spring restoration)
(1) Lock release type FIGS. 61 to 62 show a fixing pin device according to claim 42.
8 shows an embodiment of the arrangement G. Fixed pin to prevent wind sway, etc.
Of the earthquake sensor and the amplitude
The disengaged members and their linked members are
When the width exceeds a certain value, the lock of the fixing pin is released.
Work, and the spring provided to release this fixing pin
And the seismic force itself inserts this fixing pin
Fixing the seismically isolated structure by removing the fixing pin from the part
Is configured. Specifically, during an earthquake
The amplitude of the seismic sensor
There are 14 (15) and 15 (seismic isolation plate types).
Amplitude due to seismic isolation plate 3 of width device (seismic isolation plate type) 14, 15
The lock 11 of the fixing pin 7 is placed at the end of the
Is inserted into the groove or recess 7-c of the fixing pin 7.
The amplitude of the member whose amplitude has been set free increases.
When the pressure exceeds a certain level, the pushing portion 17 at the tip of the sliding portion
Hits the lock 11, and the groove or the
The lock 11 of the fixing pin 7 is released from the recess 7-c.
And the spring 9-c provided on the fixing pin 7
The fixing pin 7 comes off from the fixing pin insertion part 7-v,
The structure 1 to be fixed is released. This lock 11
In addition, the spring stopper 10 and the spring 9-c always
It has been pushed out to the sensor amplitude device side,
In addition, it was restrained vertically,
And slide horizontally only in the direction of the seismic sensor amplitude device.
It is mounted so as to be guided. This lock 11
For the pendulum type and 8.1.4.
Are also common formats. Take out the lock 11 on the fixed pin side
Adjustable (like the slide device 24 in FIGS. 67 and 68).
Sea urchin), seismic sensor amplitude device (isolation plate type) 14, 15
The distance between the lock and the lock 11 can be changed freely.
By making the amplitude width of the amplitude device adjustable,
7 The magnitude of the seismic force at the time of release can be changed freely. Ma
The seismic sensor amplitude devices (isolation plate type) 14, 15 and
As a method for adjusting the distance from the rack 11, other than the above method
Also, the earthquake sensor amplitude device (isolation plate type) 14, 15
There is also a method in which the protrusion of the tip of the pushing section 17 can be adjusted.
FIG. 61 shows that the seismic sensor amplitude device 14
FIG. 62 shows that the seismic sensor amplitude device 15
It is a seismic isolation plate type spring restoration type. FIG. 78 shows the seismic
The fixed pin 7 enters the sensor amplitude device 15 and
Sensor amplitude device 15 plays the role of lock 11 at the same time
Is the case. During an earthquake, the earthquake sensor amplitude device 15
The lock 11 becomes a fixed point state, and the groove or recess of the fixing pin 7
The lock 11 is released from 7-c, and the fixing pin is
7 is a mechanism for lifting and releasing the fixing pin device.
You. 2) Suspended material cutting type FIGS. 63 to 64 show a fixing pin device according to claim 43.
8 shows an embodiment of the arrangement G. Earthquake sensor amplitude device (free
The amplitude can be freely set by the seismic isolation plates 3 of 14 and 15).
At the tip of the sliding part with the blade 16
2 and the amplitude of the sliding part becomes larger,
Then, the blade 16 hits the suspension member 12 and the suspension member 12
9-c such as a spring provided on the fixing pin 7
As a result, the fixing pin 7 comes off from the fixing pin insertion portion 7-v,
Release the fixed structure 1 to be seismically isolated. In addition, hanging material 1
2 mounting part 12-f is fixed to the structure 1 side to be seismically isolated
When the hanging material 12 of the pin 7 is exposed, the structure to be seismically isolated
Fixed to 1. On the contrary, the mounting portion 1 of the hanging material 12
2-f is on the side of the structure 2 supporting the structure 1 to be seismically isolated,
When the hanging member 12 of the fixing pin 7 is protruding, the supporting structure
It is fixed to the body 2. Like the unlocked type,
Of the blade 16 of the sensor amplitude device (isolation plate type) 14 and 15
The distance between the blade 16 and the hanging material 12 can be changed freely
It is possible to adjust the amplitude width of the earthquake sensor amplitude device.
The magnitude of the seismic force when the fixing pin 7 is released
Can be changed freely. 1) Lock release type, 2) Both seismic isolation plate 3
It has a concave curved surface such as a directional sphere or mortar
Is desirable, but may be unidirectional (hereinafter, gravity
Restoration type). In addition, a flat sliding surface that is not concave
In the case of the seismic isolation plate 3 that has
(Hereinafter referred to as the spring restoring type)
And the seismic isolation plate type). Figure 63 shows the amplitude sensor
64 is a seismic isolation type gravity recovery type, and FIG.
The sensor amplitude device 15 is a seismic isolation plate type spring restoring type.
Note that both 1) unlock type and 2) hanging material cutting type
The pin device G is connected to the seismically isolated structure 1
When attaching to the structure 2 supporting the structure in reverse,
is there. 8.1.3.2. Pendulum type 1) Unlocking type FIG. 65 shows a fixing pin device G according to claim 42 of the present invention.
An example is shown. Earthquake sensor amplitude device 13 swings
The pendulum 13 is of a child type and has a fixed amplitude.
There is a lock 11 for the fixed pin 7, which increases the amplitude of the sliding part.
When the pressure exceeds a certain level, the extruded portion at the tip of the pendulum 13
17 collides with the lock 11 and locks the fixing pin 7.
This is where the lock 11 is released.
The fixed pin is inserted from the fixed pin insertion portion 7-v by the spring 9-c.
7 is released and the fixed structure 1 to be seismically isolated is released. Exemption
Like the shaking dish type, the lock pin on the fixed pin can be adjusted to protrude.
Noh (like the slide device 24 in FIG. 69)
The distance between the child 13 and the lock 11 can be changed freely.
By adjusting the amplitude width of the sensor amplitude device,
The magnitude of seismic force when fixing pin 7 is released can be changed freely
You. Also, a method for adjusting the distance between the pendulum 13 and the lock 11
In addition to the above method, the tip of the pendulum 13
There is also a method in which the protrusion of the tip of the protrusion 17 can be adjusted. 2) Suspended material cutting type FIG. 66 shows a fixing pin device G according to claim 43 of the present invention.
An example is shown. Includes blade 16 with free amplitude
At the tip of the pendulum 13, there is a hanging material 12 for the fixing pin 7,
When the amplitude of the resonator 13 increases and exceeds a certain value,
The blade 16 hits the hanging member 12 and cuts the hanging member 12.
That is, the spring 9-c provided on the fixing pin 7
The fixing pin 7 comes off from the fixing pin insertion part 7-v and is seismically isolated.
The structure 1 is released. Like the unlocked type,
The extension of the blade 16 on the pendulum 13 side is adjustable,
The distance between the child 13 and the hanging material 12 can be changed freely,
By making the amplitude width of the
The magnitude of the seismic force when the fixed pin 7 is released can be freely changed. In both 1) unlocking type and 2) hanging material cutting type, the pendulum 13
Omnidirectional is preferred, but may be unidirectional
(Hereinafter referred to as pendulum type). In addition, 1) unlock type, 2)
The fixed pin device G in the figure is seismically isolated for both the hanging material cutting type.
Structure 1 and structure 2 supporting this seismically isolated structure
On the other hand, there is a case where it is attached in reverse. 1) Unlock
Type and 2) hanging material cutting type, seismic sensor amplitude device 13
The tip of the fixing pin 7 comes out on the side of the seismic isolated structure 1
If it is, it is fixed to the structure 1 to be seismically isolated. So
Conversely, on the structure 2 side that supports the structure 1 to be seismically isolated,
If the tip of the fixing pin 7 is protruding, the supporting structure 2
It is fixed to. This is the seismic sensor
The same applies to each case of the amplitude device 13. 8.1.4. Automatic Restoration Type FIGS. 67 to 69 show a fixing pin device according to claim 44.
9 shows an embodiment of an automatic restoration type of the device G. 8.1.3.
Simple reusable fixed pin device (unlocked type)
By attaching a fixed pin automatic restoration device to the
This is what made it possible. Specifically, the fixing pin 7
Automatic return to the lock 11 position after an earthquake,
An automatic return device 21 for the fixed pin is provided below the fixed pin 7.
Be killed. In this position, the fixing pin 7 is completely released.
Equipped below the position. To explain the configuration,
In the case of, the seismic isolation plate of the earthquake sensor amplitude device (14, 15)
The rest position (before and after the earthquake) and the slide on the upper slide
In the meantime, the electric contact 23-c is attached, and in this stationary position,
After the earthquake, the sliding part stays continuously and the power is on.
Is continued, the fixed pin automatic return device 21 operates, and
Push the fixed pin 7 up and down again to lock 11
Automatically return to the original position, and after the automatic return,
Return to position. The seismic isolation plate 3 is a gravity restoration type.
, Omnidirectional spherical or mortar-shaped concave curved slip
Although it is desirable to have a surface portion, it may be unidirectional. Ma
Of a seismic isolation plate 3 having a flat sliding surface that is not concave
In the case, a spring restoring type is used, and the spring 9 restores the original position.
In some cases. Fig. 67 shows the case of seismic isolation type gravity recovery type.
FIG. 68 shows an embodiment in the case of a spring restoring type.
is there. FIG. 69 shows an embodiment in the case of a pendulum type.
Position the pendulum at rest (after the earthquake) and the pendulum
To the same position as the resting position of the pendulum,
Air contact 23-c is installed and in this rest position after the earthquake
The pendulum stays continuously and the energized state continues
Then, the fixed pin automatic return device 21 operates, and the fixed pin 7
To automatically return to the lock 11 position.
Then, after the automatic return, it returns to a predetermined position.
Also, the pendulum should be omnidirectional,
It may be unidirectional. In FIGS.
Other than that, 8.1.3. Fixed peak by simple earthquake sensor (amplitude)
Same as the seismic isolation plate type and pendulum type unlocking type
It is. The fixing pin device G shown in FIGS.
Supports the seismically isolated structure 1
In some cases, the structure 2 may be attached in reverse. Less than
Automatic control type fixed by 8.1.5. Earthquake sensor (amplitude)
The same applies to the pin device, except that the automatic return device 21
The tip of the insertion pin 7-v side of the fixing pin on the opposite side
A shape with a sharp point is desirable. Lock pin 7 to lock 11th
It is necessary to return it to the place. As described above, lock 1
1 is always an earthquake sensor by a spring stopper 10 and a spring 9-c.
It is extruded toward the circuit
Further, the fixing pin 7 is restrained vertically and the automatic return device 2
Even if it is pushed up by 1 etc., it will not lift
And slide horizontally only in the direction of the seismic sensor amplitude device.
The fixing pin 7 is automatically reset.
Fixing pin automatically when pushed up by return device 21
Into the notch 7-c of the lock receiver. Also, the insertion section
7-v is also mortar-shaped so that the fixing pin 7 can be easily inserted.
A concave shape of 7-vm is desirable. Also like this fixed pin
The tip of the insertion part 7-v side has a pointed tip such as a cone.
In the case, the fixing pin 7 is inserted into the insertion portion 7 of the structure 1 to be seismically isolated.
If you do not enter -v (due to residual displacement after the earthquake),
It hits like piercing the floor slab 1 of the structure to be shaken
And has a function of fixing the structure 1 to be seismically isolated. That
For this purpose, the fixed pin automatic return device 21 and the automatic control type
In the fixed pin device 22, the fixing pin 7 is completely inserted into the insertion portion 7-v.
It is necessary to have a play to stop without penetrating
It is important. In addition, the following 8.1.5. Earthquake sensor (amplitude)
In the case of an automatic control type fixed pin device by
Insertion part 7 which does not have a through hole on the side of the floor slab 1
Simply, the fixing pin 7 is pressed onto the floor slab 1 of the structure to be seismically isolated.
For the moment, a form that is fixed by the friction is also conceivable. On the spot
It is possible to fix even if there is residual displacement after the earthquake
(However, in 8.1.5, of course,
The part 7 is conceivable, and a mortar shape or the like is conceivable). Fig. 79
Reference numerals 81 show the embodiment, and the tip of the fixing pin
Is flattened to maximize friction area
Furthermore, it has a rough finish with a large friction coefficient.
It should be noted that the above is the reason why the fixed pin device G is seismically isolated.
For structure 1 and structure 2 supporting the seismically isolated structure
Then, if they are installed in reverse, the relationship is reversed. 8.1.5. Automatically controlled fixed peak by seismic sensor (amplitude)
79 to 81 show the earthquake sensor according to claim 45.
-Automatically controlled fixed pin by (Earthquake sensor amplitude device)
2 shows an embodiment of the device. Automatic control type fixed pin device
G indicates an earthquake with an earthquake sensor (earthquake sensor amplitude device)
Feel the initial fine movement of the fixing pin 7 from the insertion part 7-v
It is disengaged, such as being pulled out, and its fixed state is released.
This is a device that automatically returns later. Specifically,
The fixing pin 7 is also integrated with the upper or lower part of the fixing pin 7
In the form, a fixed pin automatic control device 22 is provided. Seismic isolation plate
In the case of the model, the rest position (after the earthquake) of the sliding part on the seismic isolation plate
The electrical contact 23-c is attached to the sliding part,
As long as the sliding part stays continuously, the fixed pin automatic control
If the control device 22 does not operate and the continuation of the energized state is broken,
The fixing pin 7 is pulled out to release the fixing. And the earthquake
Later, in this rest position, the sliding part stays continuously,
If the condition continues, the fixed pin automatic control device 22 operates.
Then, fix the fixing pin 7 to the position where the seismically isolated structure 1 is fixed.
Automatic return. Regarding the electric contact 23-c,
The size of the contact determines the seismic isolation sensitivity of the seismic isolation device. Big
If it is good, the sensitivity will be bad, and if it is small, the sensitivity will be good.
However, due to the existence of residual displacement after the earthquake, some allowance was made
It needs to be big. Also, adjust the contact size
The seismic isolation sensitivity of the seismic isolation device
Noh. The seismic isolation plate 3 is a gravity recovery type,
Spherical or mortar-shaped concave surface with sliding surface
Those are desirable, but may be unidirectional. Also, on concave surfaces
In the case of the seismic isolation plate 3 having a flat planar sliding surface, a spring
In some cases, the spring 9 restores the original position.
Further, the sliding portion of the seismic isolation plate 3 may be simply spherical.
In the case of a pendulum type, the position of the pendulum at rest (after an earthquake)
The pendulum, the material that hangs the pendulum or the material under the pendulum
Electrical contact 23-c is mounted at the same position as
As long as the pendulum stays in this resting position continuously,
When the fixed pin 7 does not operate and the continuation of the energized state is broken,
The fixing pin 7 is pulled out to release the fixing. And the earthquake
Later, at this rest position, the pendulum stays
If the condition continues, the fixed pin automatic control device 22 operates.
Then, fix the fixing pin 7 to the position where the seismically isolated structure 1 is fixed.
This is to automatically return. Also, the pendulum is omnidirectional
Is preferred, but may be unidirectional. Fig. 79
The seismic sensor amplitude device 14 is a seismic isolation plate type and gravity recovery type
In the case of FIG. 80, the seismic sensor amplitude device 15
Fig. 81 shows the seismic sensor amplitude
This is a case where the table 13 is of a pendulum type. In addition, seismic isolation plate type, swing
The structure in which the fixed pin device G shown in the figure is seismically isolated
1. For the structure 2 supporting this seismically isolated structure
In some cases, it may be reversed. 8.1.6. Automatically controlled fixed peak by seismic sensor (amplitude)
8.1.6.1. Automatically controlled fixed pin with seismic sensor (amplitude)
FIG. 82 shows an earthquake sensor (ground) according to the invention of claim 46.
Automatically controlled fixed pin device using a vibration sensor amplitude device)
The first embodiment is shown. Insertion part 7 such as mortar shape
-v and the fixing pin 7 fixed by the insertion portion 7-v.
And slides without leaking liquid or air in the cylinder
The fixed pin 7 with pin 7-p is
Part) 7-a, the fixing pin tip 7-w protrudes outside
The top and bottom of the tube 7-a are connected by a tube 7-e.
ing. And the piston 7-p has a hole in this tube 7-e
There is a larger hole 7-j, in which there is a valve 7-f. this
The valve 7-f opens when the piston 7-p is retracted.
Attached to A spring (air spring) is placed in the cylinder 7-a.
Including) Rubber 7-o enters and fixed with piston 7-p
In some cases, the pin 7 may be pushed out. The nature of this valve 7-f
Depending on the case, the fixing pin tip 7-w may be inserted into the cylinder 7-a.
Is quick and delayed in the exit direction. in addition
As soon as the seismic force acts, the fixed pin tip 7-w
It is hard to come out while the seismic force is working inside the cylinder 7-a
You. The cylinder 7-a and the pipe 7-e are filled with lubricating oil or the like.
In some cases. Furthermore, the fixed pin tip 7-w has
There is a groove or recess 7-k into which the first pin 7-l is inserted,
The first pin 7-l is always pressed by the spring 9-c.
A second pin 7-n is further connected to the first pin 7-l.
There is a groove or recess 7-m into which the second pin 7-n is inserted.
It is always pressed by the spring 9-c. And this second pin
7-n is wire 8 etc., seismic sensor amplitude device 13,
It is connected to 14 and 15. And during an earthquake,
The sensor amplitude devices 13, 14, 15 are amplitude, wire etc.
8, the second pin 7-n is pulled, and the first pin 7-n is pulled.
7-l is unlocked and the fixed pin tip 7-w is
Once inside, the entire seismic isolation device begins to move. Conversely, the end of the earthquake
By the end, gravity and spring (including air spring) and rubber 7-o
, The fixing pin tip 7-w starts to appear gradually,
At the bottom, the first pin 7-l
By this, the fixed pin tip 7-w is locked and seismically isolated
Structure A is also fixed. And unless the seismic force works
The fixed pin tip 7-w is locked by the first pin 7-l.
The structure A, which is seismically isolated, does not move due to wind or the like.
The above structure is applied to the structure 1 from which the fixing pin 7 is isolated.
Structure to support the structure where the fixed pin insertion part 7-v is seismically isolated
This is an embodiment in the case where it is attached to the body 2. Opposite seki
There may be a clerk. That is, the fixing pin insertion portions 7-v and
One of the structure 1 and the fixed pin 7 is seismically isolated.
The other is to the structure 2 supporting this seismically isolated structure
Will be provided. As for the upper part of the cylinder 7-a, see 5.2.
Similarly, the clasp may be simply fixed,
The screw may be cut and the male screw 7-d may be inserted.
You. The male screw 7-d is inserted into the male screw 7-d.
By rotating in the direction and tightening, it compresses the spring 7-o
To increase the repulsive force of the spring 7-o and push the fixed pin tip 7-w.
It has a function to increase the power to release, increase the resilience,
Correction of residual displacement of seismically isolated structure A after a subsequent earthquake
Make it work. Also, by attaching a valve to the pipe 7-e,
Forced fixation in strong winds due to motion is also possible. 8.1.6.2. Automatic control type fixed peak by seismic sensor (amplitude)
FIG. 82-2 shows an earthquake sensing device according to claim 46-2.
Automatically controlled fixed pin by sir (earthquake sensor amplitude device)
2 shows an embodiment of the second embodiment. Mortar shape
An insertion portion 7-v and a fixing pin fixed by the insertion portion 7-v.
And slides without leakage of liquid or air in the cylinder.
The fixed pin 7 having the piston 7-p
Mounting part) 7-a, and fixed pin tip 7
-w protrudes, and the top and bottom of the tube 7-a is a tube 7-e
Are connected by And this pipe 7 is attached to the piston 7-p.
There is a hole 7-j larger than the hole of -e, and a valve 7-f in that hole.
You. This valve 7-f, when the piston 7-p is retracted,
Attached to open. Also, a spring is placed in the cylinder 7-a.
(Including air spring) Rubber 7-o enters, and piston 7-p
There is also a case where the fixing pin 7 has a function of being pushed out. this
Due to the nature of the valve 7-f, the fixed pin tip 7-w is placed in the cylinder 7-a.
In the inbound direction, it is prompt, in the outbound direction it is delayed
You. As a result, when the seismic force is applied,
End 7-w goes into cylinder 7-a and while seismic force is working,
It is difficult to get out. The cylinder 7-a and the pipe 7-e are lubricating oils.
And so on. In addition, fixed pin tip
7-w includes a lock 11 for fixing the fixing pin tip 7-w.
There is a groove or recess 7-c into which the lock 11 is inserted.
Is always pressed by the spring 9 and keeps a certain position.
The lock 11 itself becomes a fixed point during an earthquake.
It becomes the sensor amplitude device 15. Due to these things, the earthquake
Sometimes, the lock 11 of the earthquake sensor amplitude device 15 is fixed point
State, and the lock pin tip 7-w
The lock 11 comes off, and the concave insertion portion 7-vm such as a mortar-shaped
The fixed pin tip 7-w is lifted, and the fixed pin device is released.
Is excluded. During an earthquake, the
With the concave insertion part 7-vm such as a mortar, the fixing pin tip 7
-w keeps the lifted state. In addition, the above fixed
The speed at which the fixed pin tip 7-w descends
Dropping is done by lifting the fixed pin tip 7-w
More effective to maintain. At the end of the earthquake,
As the seismic force decreases, the fixed pin tip 7-w becomes gravitational or spring
(Including air spring) Also starts to fall by rubber 7-o. So
Mortar-shaped mortar
When the bottom of the concave insertion part 7-vm such as
The fixed pin tip 7-w is locked and seismically isolated by 1.
The structure A is also fixed, and returns to the function as the fixing pin device.
And as long as the seismic force does not work, the seismic sensor amplitude device
15 lock 11 locks fixed pin tip 7-w.
Structure A which is seismically isolated by wind etc. does not move
No. The above structure is the structure 1 from which the fixing pin 7 is seismically isolated.
In addition, the fixing pin insertion part 7-v supports the structure that is seismically isolated.
This is an embodiment in the case where it is attached to a structure 2 which is to be used.
In some cases, the relationship is reversed. That is, the insertion portion of the fixing pin
One of 7-v and fixing pin 7
One, the structure supporting the seismically isolated structure on the other
It will be provided on the body 2. Also, regarding the upper part of the cylinder 7-a
5.2.Similarly, there are cases where the stopper is simply fixed.
However, the female screw is cut and the male screw 7-d is inserted
In some cases. For this male screw 7-d, the male screw 7-d
By rotating in the direction of entry and tightening, 7-o
To increase the repulsion force of the 7-o, such as a spring,
It has the function to strengthen the pushing force of 7-w, and has improved the restoring power.
Of the residual displacement of the seismically isolated structure A after the earthquake
Enable correction. Also, to attach a valve to pipe 7-e
This also makes it possible to forcibly fix a strong wind manually. 8.1.6.3. Interlocking operation fixing pin FIG. 83 shows an automatic control type fixing pin according to the present invention.
2 shows an embodiment of the interlocking operation of the control device 1. 8.1.
2.Similar to the method with the interlocking fixed pin, two or more
1st pin 7-l of automatic control type fixed pin device 1
Is connected with a wire, etc., so that when the other moves, one moves
To be configured. 8.1.7. Automatically controlled fixed peak by seismic sensor (amplitude)
FIG. 84 shows an earthquake sensor (ground) according to the invention of claim 48.
Automatically controlled fixed pin device using a vibration sensor amplitude device)
Is shown. With the insertion part 7-vm such as a mortar shape
With the fixing pin 7 fixed by the insertion portion 7-vm
And slides without leaking liquid or air in the cylinder
The fixed pin 7 with pin 7-p is
Part) 7-a, the fixing pin tip 7-w protrudes outside
The top and bottom of the tube 7-a are connected by a tube 7-e.
ing. Also, a spring (including an air spring) is placed in the cylinder 7-a.
A fixing pin 7 containing rubber 7-o and having a piston 7-p
In some cases. In addition, earthquake sensors
Amplitude devices 13, 14, 15 (Figure (a) shows the seismic sensor
In the case of the width device 15, (b) shows the earthquake sensor amplitude device 1
4), the seismic sensor amplitude device and the extrusion unit 1
At the end of 7, there is an extrusion part 7-h which opens the valve 7-f of the pipe 7-e.
In addition, the valve 7-f is always closed in the pushing section 7-h.
Spring 7-i may be provided. This valve 7-f is
It is attached to open when extruding the 7-p. And the earth
At the time of earthquake, earthquake sensor amplitude device (13, 14, 15)
Oscillates, pushes out the push-out section 7-h, opens the valve 7-f,
Due to the seismic force, the fixed pin tip 7-w
The seismic isolation device begins to move.
On the other hand, at the end of the earthquake,
While the spring 7-o and gravity (when the fixed pin 7 is up)
Thus, the fixing pin tip 7-w works in a protruding direction, and
The valve 7-f also opens only in the protruding direction, so it has a mortar shape.
At the bottom, the fixed pin tip 7
-w stops, and the seismically isolated structure A is also fixed. More than
Therefore, due to the nature of this valve 7-f, except during an earthquake,
The fixed pin tip 7-w has a
It does not happen except during an earthquake. In addition, cylinder 7
-a and pipe 7-e may be filled with lubricating oil etc.
is there. The above structure is the structure 1 from which the fixing pin 7 is seismically isolated.
In addition, the fixing pin insertion part 7-v supports the structure that is seismically isolated.
This is an embodiment in the case where it is attached to a structure 2 which is to be used.
In some cases, the relationship is reversed. That is, the insertion portion of the fixing pin
One of 7-v and fixing pin 7
One, the structure supporting the seismically isolated structure on the other
It will be provided on the body 2. Also, regarding the upper part of the cylinder 7-a
5.2.Similarly, there are cases where the stopper is simply fixed.
However, the female screw is cut and the male screw 7-d is inserted
In some cases. For this male screw 7-d, the male screw 7-d
By rotating in the direction of entry and tightening, 7-o
To increase the repulsion force of the 7-o, such as a spring,
It has the function to strengthen the pushing force of 7-w, and has improved the restoring power.
Of the residual displacement of the seismically isolated structure A after the earthquake
Enable correction. 8.1.8. Automatically controlled fixed pin with earthquake sensor (amplitude)
Device FIG. 78 shows a fixed pin in the seismic sensor amplitude device 15.
7 enters and the seismic sensor amplitude device 15 locks at the same time.
This is the case where the role of 1 is fulfilled. Fixed to prevent wind sway
A lock 11 for fixing the fixing pin 7 is inserted into the pin 7.
There is a groove or recess 7-c into which the lock 11 is inserted.
At this time, it is pushed by the spring 9 and keeps a certain position.
Earthquake sensor amplitude that becomes a fixed point during earthquake
The device 15 is obtained. The fixing pin 7 is naturally lowered by gravity.
You. The spring 9-c allows the concave insertion portion 7 having a mortar shape or the like.
-vm is used to reduce the speed at which the fixed pin 7 descends.
That is, the spring 9-c reduces the speed at which the fixing pin 7 descends.
Spring constant. Because of these things,
In addition, the lock 11 of the earthquake sensor amplitude device 15 is fixed point
The lock 11 from the groove or recess 7-c of the fixing pin 7
Comes off and is fixed by the concave insertion part 7-vm such as a mortar.
The pin 7 is lifted and the fixing pin device is released. earthquake
In the middle, concave shape such as mortar
Fixing pin 7 is lifted by the shape insertion part 7-vm
Is maintained. Also, the spring 9-c allows the fixing pin 7 to be
To reduce the speed of the release,
More effective in maintaining state. At the end of the earthquake
As the seismic force decreases, the fixed pin 7 is lowered by gravity.
Start to work. And according to the slope of the mortar-shaped insertion part,
The bottom of the concave insertion part 7-vm such as a mortar
At the same time, the fixing pin 7 is locked by the lock 11,
Structure A is also fixed, and functions as a fixing pin device.
Return. And, unless the seismic force works,
The lock pin 11 of the width device 15 locks the fixed pin tip 7-w.
Structure A, which is seismically isolated by wind, etc.
No The invention described in claim 48-2 is an earthquake sensing device.
The invention of the automatic control type fixed pin device by the sir (amplitude)
Is shown. Also, pull out the above 8.1.5. To 8.1.8.
Combined use with the prevention device / slip bearing C becomes indispensable. To
The mortar is a concave insertion part such as a mortar, depending on the amplitude of the earthquake.
7-vm, when the whole fixed pin device is lifted, fixed
Does not perform the function of the pin device. To prevent it
It is indispensable to use it together with a pull-out prevention device. 8.1.9. Vertical displacement absorption gravity recovery type seismic isolation and sliding bearing
Dynamic control type fixed pin device For both 8.1.6. To 8.1.8.
It has the same function, and the seismic isolation plate 3
Function (concave form 7-vm such as mortar shape)
By combining the functions of gravity-restoring seismic isolation and sliding bearings
It is possible to have. This allows the end of the earthquake
At the end of the year, it plays a role of gravity restoring seismic isolation
Function as a fixed pin during normal times without earthquake
Becomes possible. The insertion portion 7-v of the fixing pin in FIG.
Fixed pin with concave curved surface shape such as spherical surface with improved sliding performance
If the function of the sliding part is combined with the function of the sliding part, the gravity recovery
It can also have the function of original seismic isolation and sliding bearing
It is. On the other hand, as shown in FIG.
The part 7-v has a mortar shape compared to a concave curved surface shape such as a spherical surface.
Thus, the function as the fixing pin device is enhanced. Claim 48-
The invention described in Item 3 is the vertical displacement absorbing gravity restoration type seismic isolation
The invention of the automatic control type fixed pin device with sliding bearing is shown.
You. 8.1.10. Double seismic isolation with automatic control type fixed pin device
FIG. 85 shows an automatic control type fixed pin according to the invention of claim 49.
1 shows an embodiment of a double seismic isolation plate with a mounting device. flat
Seismic isolation plate with surface-shaped sliding surface and concave-shaped sliding surface
In the case of double-dish seismic isolation in combination with
The automatic control type fixed pin is located at the center of the seismic isolation plate with
Attach the fixed pin mounting part 7-a of the
Insert the concave sliding surface with the mortar shape of this fixing pin.
It is configured by also using the inserted portion 7-vm. 8.1.11. Installation location of seismic sensor amplitude device In each case of 8.1. To 8.1.9., Seismic sensor amplitude device 13,
The installation location of 14 and 15 is the structure A to be seismically isolated,
Any of the structures B supporting the structure to be shaken may be used.
However, it is better in places where vibrations other than seismic force do not work. One
In other words, the structure B that supports the seismically isolated structure is better
No. When the command from the earthquake sensor can be sent by electricity etc.
Is better in places where vibrations other than seismic force do not work, such as underground
good. 8.2. Fixed pin device using a wind sensor 8.2.1. General type The fixed pin device G according to claim 50 is a wind sensor.
Feeling the wind by Sir 7-Q, the fixing pin 7 is inserted
It is a device that is plugged into section 7-v. This fixing pin 7
With the wind sensor 7-Q on the rooftop,
Only, and only when the wind pressure exceeds a certain level,
Fix the structure A to be inserted and seismically isolated,
When the wind stops, the fixed pin automatic control device 22 operates.
Then, the fixing pin 7 is pulled out. And usually, fixation is released
Is what is being done. From wind sensor 7-Q
8.2.2.Hydraulic command by hydraulic pressure, command by wire, etc.
There is a command by electric signal, etc., one or more fixed
It is better for the pins to be able to operate simultaneously. In particular,
In the command with the air signal, after the fixed pin insertion operation at the time of wind,
Measure a certain period of time until the wind pressure falls below a certain value
It is conceivable that the fixation is not released. 8.2.2. Hydraulic type FIG. 86 shows a wind sensor according to the invention of claim 51.
1 shows an embodiment of a hydraulic fixed pin device. On the rooftop
Receives wind pressure as a mechanism of the placed wind sensor 7-Q
With a plate (wind pressure plate) 7-r, this wind pressure plate
The piston 7-p of the interlocking hydraulic pump 7-t is pushed,
Thereby, the liquid is extruded. The extruded liquid
Is a hydraulic port for operating each fixing pin device G with a pipe or the like.
Flow to the pump 7-u, and the piston 7-p of the hydraulic pump is pushed.
The structure A to be seismically isolated is locked. And the wind stops
The wind pressure plate 7-r is returned to its original position by a spring 9-c or the like.
As a result, the hydraulic pressure port interlocking with the wind pressure plate 7-r
The piston 7-p of the pump 7-t also returns to the original position. Thereby
The liquid is also pulled back, and each hydraulic pump
Return the piston 7-p of the step 7-u, and
The lock is released. Fixed pin mounting by wind sensor 7-Q
The sensitivity of the position G is the same as that of the hydraulic pump 7-t linked with the wind pressure plate 7-r.
Syringe with hydraulic pump 7-u to activate fixed pin device G
Determined by the relationship with the size of the dar. That is, the fixed pin device
Interlock with wind pressure plate compared to hydraulic pump 7-u that operates G
The size of the hydraulic pump 7-t cylinder
The longer the fixed pin device G is sensitive to wind power
Become. Also, the type that acts only on wind pressure above a certain
By providing play between the plate and the hydraulic pump,
It can take the form of acting on the hydraulic pump only at the above wind pressure.
The hydraulic pump 7-t linked to the wind pressure plate 7-r is
By riding on rod 7-x and having tail wing 7-y,
Rotate like a weathercock with the wind pressure plate 7-r facing upwind. 8.3. Installation position of fixed pin device 8.3.1. General
It is about. Patent 2575283 fixed pin device,
The fixed pin devices described in 8.1.
One or more locations at or near the center of gravity of Structure A
Is placed. Rotation near the center of gravity (centering on the fixed pin 7)
In most cases, two locations that are separated from each other so as not to cause
It is thought to be done. In that case, a plurality of fixed pin devices
8.1. For fixed pin device due to seismic operation, 8.1.2.
Simultaneously released with the interlocking operation fixed pin, 8.2.
In the case of the fixed pin device, it can be either electric or hydraulic (8.2.2.)
Canceled at the same time. Also, 8.1. Fixed pin by earthquake operation
8.1.2.
If the distance of the fixed pin device is far, use the following method.
This method is based on 8.2.
Can be used even if multiple items are not released at the same time.
You. 8.3.2. Installation of Two or More Fixing Pin Devices FIG. 87 shows the invention according to claim 53, for which 8.1.6. To 8.1.9.
Example of installation position of the automatic control type fixed pin device described
Is shown. Automatic control type fixed pin device
Is the position other than the position of the center of gravity of structure A to be seismically isolated (and its vicinity)
At the peripheral position, the earthquake sensor amplitude devices 13, 14, 15
Sensitive fixed pin device (Earthquake related to opening of valve 5-f
Force-sensitive) G-s is installed and the structure A
The position of the center of gravity (and its vicinity) is smaller than the surrounding position.
Installation of fixed pin device G-d with insensitive sensor amplitude device
I do. Sensitive sensor amplitude device with sensitive type
States that the opening of valve 5-f is sensitive to seismic force.
U. In other words, the valve 5-f opens for small seismic force
is there. As a result, first, in general, the position of the center of gravity
(And nearby) and other peripheral positions
At the place, the seismically isolated structure A supports the seismically isolated structure
Structure B that is fixed to
The automatic control type fixed pin device G-s is released first, and
After, automatic control type fixed pin device at the center of gravity (and near)
Gd is released and seismically isolated structure A is in the seismic isolation state
to go into. Also installed around the center of gravity (and near)
Regarding the automatic control type fixed pin device G-s to be used, see 8.
1.10. Double seismic isolation plate with automatic control type fixed pin device
Often suitable. Fig. 87 (a) (b) (c) shows the implementation
In this example, (a) shows the position of the center of gravity of
1) and the seismically isolated structure
In the case of one point at the center of gravity of A (and in the vicinity), (b) is exempt
Peripheral positions other than the center of gravity (and vicinity) of structure A to be shaken
And the center of gravity of structure A to be seismically isolated
(C) indicates the weight of the structure A to be seismically isolated.
There are four places in the peripheral position other than the center position (also near) and seismic isolation
At one position at the center of gravity (and near) of the structure A
is there. This method is possible for all fixed pin devices
It is a way. 8.1.1.
The fixed pin device by the
Instead of the sensitivity of the
And think the same way. Specifically, the structure A
Cut the fixing pin to a peripheral position other than the center of gravity
Fixed pin with high sensitivity (fixed pin is easily cut)
When the device G-s is installed, the position of the center of gravity of
Near), the cutting sensitivity of the fixed pin compared to the peripheral position
Pin device G which is insensitive (fixing pin is hard to be cut)
-d is installed. 8.2. Fixed pin device by wind sensor
In G, the position of the center of gravity of the seismically isolated structure A (also
Fixed to the surrounding position other than
Center of gravity of structure A to be seismically isolated by installing fixed pin device G-wd
The position (and vicinity) has a wind sensor
Install the fixed pin device G-ws with increased sensitivity. Toes
In the case of wind, first, the center of gravity of the structure A to be seismically isolated
The fixing pin of the fixing pin device G-ws (also in the vicinity)
Lower and fix the fixed pin of the fixed pin device G-wd at the peripheral position.
Followed by a drop. But wind sen
Since the fixed pin device by the circulator can use an electric type,
Sometimes a method of inserting a fixing pin is possible. Fig. 87 (d)
(e) and (f) are examples, and (d) is the seismically isolated structure.
One at a peripheral position other than the center of gravity of structure A (and near)
And one of the positions of the center of gravity of (and near) the structure A to be seismically isolated
(E) is the position of the center of gravity of
2) and the seismically isolated structure
(F) is exempted if there is one at the center of gravity of A (and in the vicinity).
Peripheral positions other than the center of gravity (and vicinity) of structure A to be shaken
And the center of gravity of structure A to be seismically isolated
It is the case of one place near). Fixed by this wind sensor
Compared to the fixed pin device, the fixed pin device
There is a possibility of power outage during an earthquake.
It is not easy to set it up, and the battery system is also a maintainer
There is a problem in consideration of spree)
Therefore, the above method is necessary. 8.3.3. Relay type fixing pin The invention described in claims 53-2 to 53-5 is a relay type fixing pin.
It is about fixed pins. Simultaneous work on multiple fixed pins
Regarding the movement, even if it is mechanical or electric, it really works at the same time
There was a problem as to what to do. In particular, earthquake-activated
The fixed pin is not tolerated by the time difference.
If not, the problem was great. Multiple of this seismic actuation type
For each fixed pin, the operation of the fixed pin (release / set)
G) Regarding interlocking, it is difficult to operate at the same time,
It is more reliable to operate sequentially. Also, in order
Depending on how the next operation is performed, even if one is not released
Also solve the problem. In other words, the fixed pin at the center of gravity is
The problem can be solved by the method of laying. Also, conversely,
For the fixed pin set, the fixed pin at the center of gravity is
It is good to be set. 8.3.3.1. In the case of seismically actuated fixing pin
For simultaneous (release / set) interlock, operate simultaneously
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. In other words, fix the center of gravity
The way in which the pins are relayed last solves that problem.
Claim 53-2 is the invention. Also, after the earthquake,
As for the set of fixed pins, the fixed pin at the center of gravity first
It is good to be set. Claim 53-3 is the invention
It is. FIG. 89-1 to FIG. 89-8 show the embodiment.
You. 8.3.3.1.1. Relay intermediate fixing pin Fig. 89-1 and Fig. 89-2 show the implementation of relay intermediate fixing pin.
It is an example. This relay intermediate fixing pin 7 is
Groove or recess 7 into which the lock 11 for fixing the
The lock 11 is always pushed by the spring 9-c
The lock 11
Sometimes the fixed point seismic sensor amplitude device 15 is released
This is a seismic sensor amplitude device 1
From 5, the seismic sensor amplitude device 15 in FIG.
It is tied with the wire or cable 8 during the release, and the earthquake
Occasionally the seismic sensor amplitude device 15 will swing and this wire
8, the lock 11 is pulled, and the groove or depression 7
-c, the lock 11 is pulled out and the fixing pin 7 is
(Fig. 89-2).
Cancel the setting. This relay intermediate fixed pin
In addition to the equipment of FIG. Interlocking pin
36 is pushed out by the fixing pin 7 at the time of the earthquake,
Of the relay (intermediate and terminal) fixed pin lock 11
Thus, the lock 11 is released. Specifically
Means that the interlocking pin 36 is pushed by the fixing pin 7 during an earthquake.
When the wire or cable attached to the
In the bull 8 etc. (connected by release 8-r etc.), the next relay
(Middle, end) Pull out the lock 11 of the fixing pin, and
The lock 11 is released. Also, this relay intermediate fixed pin
The lock 11 is connected to the seismic sensor amplitude device 15
Interlocking pin 3 of other relay middle fixed pin
6 and may be connected. This relay intermediate
Another advantage of the constant pin is that the next relay (intermediate,
End) Pull the lock 11 against the lock 11 of the fixing pin.
In other words, it has an amplification function. That
Usually means that the strength of each relay weakens,
In this case, when the lock 11 is pulled out, the interlocking pin 36
During an earthquake, it is pushed out by the fixing pin 7 by the seismic force.
It is. That is, the interlocking pin 36 is pushed out by the seismic force.
And is amplified by seismic forces. This allows
Even if a relay is used, the transmission force
Is regenerated and amplified each time without weakening.
FIG. 89-1 shows the insertion of a fixed pin in (a) and (b) of 8.6.
Fixed pin device in the case of the shape of the part and the shape of the fixed pin.
You. FIG. 89-2 shows a fixing pin insertion section of 8.6. (M) described later.
Fixed pin device in the case of the shape of
You. 8.3.3.1.2. In case of relay terminal fixing pin Fig. 89-3 to Fig. 89-4 show the implementation of relay terminal fixing pin.
It is an example. This relay terminal fixing pin 7
Have multiple. The plurality of locks 11 are connected to other relays.
It is connected with the release pin 8-r etc.
It was pulled out at the time of the earthquake with wires and cables 8 inside,
The lock function of the fixing pin 7 is released.
It is something. All of these locks 11
Unless released (unless pulled out), the relay terminal
The fixing of the fixed pin 7 is not released. This relay terminal fixation
The pin is placed at the center of gravity and performs its original function. So
Means that all surrounding fixed pins are released
Unless the fixed pin of this center of gravity is not released
That is. That is, the fixed pin of the center of gravity is relayed last.
That is to say. FIG. 89-3 shows an example of 8.6.
(a) and (b), the shape of the fixed pin insertion part and the shape of the fixed pin
The fixing pin device in the case of (1). FIG. 89-4 shows 8.
6. (m) The shape of the fixed pin insertion part and the shape of the fixed pin
The fixing pin device in the case. In addition, FIG.
With reference to FIG. 89-4, the fixing pin 7 is
And attached to the structure 2 supporting the structure 1 to be seismically isolated.
However, the fixing pin 7 is
In other words, the fixing pin 7
And the supported or seismically isolated structure 1
Structure 2 supporting the structure to be isolated or the structure 1 to be isolated
May be upside down. 8.3.3.1.3. Arrangement of Relay Type Fixed Pins Figure 89-5 to 89-8 show the actual layout of the relay type fixed pins.
This is an example. The relay intermediate fixing pin is placed on the periphery,
The relay terminal fixing pin is placed at the center of gravity of the structure to be isolated.
I will This relay terminal fixing pin is placed at the center of gravity.
And show the effect. All surrounding fixed pins are released.
For the first time, the relay terminal fixing pin located at the center of gravity
Is canceled. The connection method is also an earthquake sensor
-From the amplitude device J to the relay intermediate fixed pin G-m1 in the peripheral part
First connected, then some relay middle fixing pin
G-m2 (relay second) to G-mn (relay n)
After tied (but not tied in case of two), last
To the relay terminal fixing pin G-e located at the center of gravity
Is done. Fig. 89-5 and Fig. 89-7 show the relay intermediate fixed pin.
G-m is interposed between the relay terminal fixing pin Ge and one
FIG. 89-6 and FIG. 89-8 show relays according to an embodiment of the present invention.
The intermediate fixing pin G-m is replaced by the relay terminal fixing pin G-e.
This is an embodiment in the case where two pieces are interposed. Finally,
The way to connect to the Le terminal fixing pin Ge is also in the middle of the relay.
Transmission via multiple paths with fixed pins G-mn (n-th relay)
(Figs. 89-7 and 89-8).
In this case, the locks 11 corresponding to the number of the plurality of paths are
It is provided on the end fixing pin. 8.3.3.2. In the case of wind-actuated fixed pins Regarding wind seismically actuated fixed pins, the operation of fixed pins
(Release / Set)
And it is more reliable to operate them sequentially.
You. Also, depending on how to operate sequentially, even one is fixed
If not, solve the problem. In other words, the center of gravity
When the fixed pin is first activated (the structure to be isolated and the
The structure that supports the structure to be fixed).
Problem is solved. Claim 53-4 is the invention.
You. Also, after the wind power drops below a certain level,
(Supporting the seismically isolated structure and this seismically isolated structure
Regarding the release of fixing to the structure), the fixing pin at the center of gravity
First, it is good to be released last. Claim 53-5
Is the invention. 8.3.3.2.1. Relay intermediate fixed pin This relay intermediate fixed pin is used for the wind sensor 7-Q or other
In addition to the input interlocking section 37 interlocked with the fixed pin,
It has an output interlocking unit 38 that interlocks with the fixed pin. Input link 3
7 may be connected to a wind sensor 7-Q,
From the output interlocking part 38 of the other relay intermediate fixed pin,
In some cases. The input interlocking unit 37 is a
At the time of force, wind sensor 7-Q and other relay intermediate fixed
The fixed pin is activated in conjunction with the pin output
And fix the seismic isolation mechanism. Output link
38 is extruded by the fixing pin 7 at the time of wind power exceeding a certain level.
Then, in conjunction with the input interlocking section 37 of another fixed pin,
Acts to actuate the (other) fixing pins of the other to fix the seismic isolation mechanism
To split. 8.3.3.2.2. In case of relay terminal fixing pin This relay terminal fixing pin 7 is linked with other fixing pins.
Only the input interlocking unit 37 is provided. Separately, in the relay
Output interlocking unit 38 interlocking with another fixed pin of the fixed pin
How to use the relay intermediate fixing pin without using
There is also. 8.3.3.2.3. Arrangement of Relay Type Fixed Pin First, the first connected relay from the wind sensor 7-Q
The intermediate fixing pin is placed at the center of gravity and the relay intermediate fixing
From the pin to the relay intermediate fixed pin in the peripheral part
Is done. When the wind exceeds a certain level, the wind sensor 7-Q
And the center of gravity of the relay
From the relay intermediate fixing pin of the peripheral part to the relay intermediate fixing of the peripheral part
The pin is ordered sequentially, and the pin is
The structure that supports this seismic isolated structure is fixed
Good. Conversely, when the wind power drops below a certain level,
From the center fixing pin to the relay center fixing pin at the center of gravity
To the seismically isolated structure and the seismically isolated structure
Release from the structure supporting the. Also,
With regard to the description, the fixing pin 7 is
Although it is attached to the seismically isolated structure 1, the fixing pin 7
The structure supporting the supported structure or the seismically isolated structure 1
When attached to the structure 2, that is, the fixing pin 7,
Supported structure or seismic isolated structure 1, supported
Of the structure or the structure 2 supporting the seismically isolated structure 1
The relationship may be upside down. 8.4. Pile breaking prevention method The pile breaking prevention method of the invention described in claim 54 is a superstructure.
(Ground structure) and the foundation such as piles are structurally cut off,
Fixed between the two by breaking a certain amount of seismic force
It is configured by connecting with pins 7. Certain
The above seismic force is the seismic force less than the seismic force at which the pile breaks.
It is. Between the pillars of the superstructure (ground structure) and the foundation
First of all, as the details of the pillar support of the foundation
With a larger support plate, the surrounding area stands up, and the pillars are there
It is also necessary to prevent further displacement. In addition, the support plate is
If you just want to prevent concrete, use concrete for concrete
The shape can be flat, concave, such as mortar or spherical.
It may be a curved surface. Similarly, pillars of the superstructure (ground structure)
If the material of the base contact area is only to prevent pile breakage,
Concrete can be used if it is concrete, and the shape is flat.
Also on the surface, it is a curved convex surface such as a truncated cone or a spherical surface that is symmetric with the base
Is also good. Also, like the broken pin, the fixed pin 7 is also triggered
It may be something that contains only. 8.5. Dealing with residual displacement after an earthquake 8.5.1. Correcting residual mutation of a slip-type seismic isolation device It is difficult for a slip-type seismic isolation device to correct residual mutation after an earthquake.
there were. Claim 2 is an invention for solving the problem. Seismic isolation
Liquid lubricant lubricates the sliding surface of the plate
Pour liquid lubricant into the groove and outside the seismic isolation plate.
After the earthquake, the volatile liquid lubricant
Pouring through the hole to improve the lubrication of the friction surface,
Facilitates correction of residual mutations. 8.5.2. Shape of seismic isolation plate for gravity-restoring seismic isolation and sliding bearings Concave-shaped sliding surface of seismic isolation plate 3 for gravity-restoring seismic isolation and sliding bearings
Is desirable to have a mortar shape with little residual displacement after an earthquake
And flatten the mortar-shaped bottom, and its size
Also make it almost the same size as the sliding part, and the sliding part returns there
It is also necessary to make it easier. Also, reduce the coefficient of friction
You also need to do it. 8.1.4. In case of automatic restoration type and 8.1.
5. ~ 8.1.8. Automatic control type fixed pin device, 8.1.9.
Automatic control fixed pin with combined gravity recovery type seismic isolation and sliding bearing
8.2.In each case of fixed pin device with wind sensor
Such methods are indispensable when
You. 8.6. Shape of Fixing Pin Insertion Portion and Shape of Fixing Pin FIGS. 88 (a) to 88 (d) show an embodiment of the invention according to claim 55.
FIG. 88 (e) to (h) (j) show the structure of claim 55-2.
An embodiment of the shape of the insertion portion of the fixing pin according to
FIGS. 88 (k) and (l) show the invention according to claim 55-3.
FIG. 88 (m) shows an embodiment of the shape of the fixing pin.
(n) and (p) are the fixed pins of the invention of claim 55-4.
FIG. 88 (o) shows an embodiment of the shape of the button.
FIG. 88 (q) shows an embodiment of the shape of the fixing pin of the described invention.
Is the shape of the fixing pin according to the invention of claim 55-6.
An example is shown. FIGS. 88 (r) to (u) show the constitution of claim 55.
Item -7 to Item 55-8, wherein the shape of the shape of the fixing pin is
An example is shown. As the shape of the insertion part of the fixing pin 7
Must return to the original stopping point due to the residual displacement
The structure 1 that is seismically isolated even if it stops at another position
Is considered wider than the initial stopping point.
Can be locked in the
Also, it is necessary to devise a way to return to the original stopping point naturally.
is there. In other words, a wider range than the initial stop point (residual displacement
In the range in which friction occurs), shapes with friction, and shapes with many irregularities
And in the shape of a concave, such as a mortar,
It is necessary to devise an invitation to return to the stopping point. (1) Spherical surface FIG. 88 (a) shows a case where the insertion portion 7-v of the fixing pin 7 has a spherical shape.
It is. (2) Mortar, FIG. 88 (b) shows a case where the insertion portion 7-v of the fixing pin 7 is a mortar.
It is. (3) Uneven shape FIG. 88 (c) includes the vicinity of the insertion portion 7-v of the fixing pin 7
This is the case of the uneven shape. (4) Oblique step-shaped mortar Fig. 88 (d) shows that the insertion portion 7-v of the fixing pin 7 is stepped
The overall shape is conical mortar. In the above configurations (1) to (4), the fixing pin 7 is seismically isolated.
The structure 1 supports the structure whose insertion part 7-v is seismically isolated.
This is an embodiment in the case where it is attached to the structure 2
You. In some cases, the relationship is reversed. Also, the form like (1) (2)
Shape, the gravity restoring seismic isolation device and the fixed pin
8.1.6 and 8.1.7 earthquake sensors
-Automatically controlled fixed pin device by (amplitude)
By choosing the law, it is possible to return to the original position
You. (5) The convex and concave shapes are reversed. FIG.
This is the case where the tip of the fixing pin 7 is concave,
(e) is the case where the convex shape is sharp, and (f) is the case where the convex shape is convex.
This is the case where the shape is rounded with corners removed. FIG.
(g) and (h) are for the fixed pin shape shown in FIGS. 88 (e) and (f).
And in the case of an irregular shape including the vicinity of the insertion portion 7-v.
Yes, (g) is when the convex shape is sharp, (h)
Is a case where the convex shape has rounded corners. (6) Fixing pin is arm type Figures 88 (i) and (j) show that the fixing pin does not
Arm type with a fixed pin
(Rotating shaft insertion part) The opposite end of 7-v is the seismically isolated structure 1.
Also, one of the structures 2 supporting the structure to be seismically isolated
It is rotatably inserted into the insertion portion 7-v. (i)
Indicates that the shape of the insertion portion 7-v of the fixing pin is concave.
In this case, the fixing pin 7 has a convex shape, and (j)
Means that the shape of the insertion portion 7-v of the fixing pin is convex.
And the shape of the fixing pin 7 is concave.
You. (7) Upper and lower fixed pin lock type Fig. 88 (k) and (l) show upper and lower fixed pins and lower fixed
Pin goes up, fixed pin above goes down, meshes, seismic isolation
A type that locks the device. When releasing, the lower fixing pin
Lower, upper fixing pin rises, unlocking type
is there. For (K), the upper and lower fixing pins of the (j) shape raise and lower,
It is a type that engages and locks. (l) is the (j) shape and irregularities
Upside down, upper and lower fixed pins raise and lower, mesh lock
It is a type to do. (8) Intermediate member for upper and lower fixing pins Fig. 88 (m) to (p) show the upper and lower fixing pins
And lock the seismic isolation device via an intermediate member
It is. There are fixed pins on the top and bottom, and when locked, the bottom fixed
The pin goes up, the upper fixing pin goes down, and the intermediate member is
It is a type that locks. When releasing, lower fixing pin
It is a type that lifts the upper fixing pin and releases the lock.
You. 1) Fig. 88 (m) shows that the upper and lower fixing pins 7
And intermediate members such as rollers and ball bearings 5-e
It is sandwiched between the top and bottom and locked. Specifically, FIG.
6-6, 35-4, 36, 36-2, 37, 37-5
Upper seismic isolation plate 3-a, lower seismic isolation plate 3-b such as 37-10 and 38
In the middle of the middle slide part 6 and ball bearing 5-e
Provide the insertion part 7-v at the position where it can be sandwiched and insert the fixing pin 7
Then, the ball bearing 5-e is fixed by the upper and lower fixing pins 7.
The upper seismic isolation plate 3-a and the lower seismic isolation plate 3-b are horizontally sandwiched between upper and lower
It becomes possible to lock in the direction. 2) Fig. 88 (n) shows that the upper and lower fixing pins 7 move up and down.
And intermediate parts such as cages for rollers and ball bearings
Intermediate member that overlaps at the insertion part in the center of the material and is around
Locks the horizontal movement of the upper and lower fixing pins 7
It is. Specifically, FIGS. 35-2 to 35-3 and 35-
5, 36-3, upper seismic isolation plate 3-a, lower seismic isolation plate 3-b
Provide an insertion part 7-v at the center, insert the fixing pin 7,
Part of roller and ball bearing 5-e cage 5-g etc.
The upper and lower fixing pins 7 are inserted into the insertion portion at the center of the material.
, Overlapping, surrounding intermediate member cage 5-g etc.
Locks the horizontal movement of the upper and lower fixed pins 7
Partial seismic isolation plate 3-a and lower seismic isolation plate 3-b can be locked
It will work. 3) Fig. 88 (o) shows the upper and lower fixing pins 7 and the lower fixing pin 7.
Pin 7 goes up, roller / ball bearing retainer
And at the same time, the upper fixing pin 7 is
Lower, roller and ball bearing 5-e retainer 5-g
Etc., inserted into the intermediate member, lock this intermediate member,
This type locks the seismic isolation device. To release, press the lower fixed pin.
7 goes down, the upper fixing pin 7 goes up, and the lock is released.
It is a type to do. Specifically, upper seismic isolation, as shown in Fig. 37-4
An insertion part 7-v is provided at the center of the plate 3-a and the lower seismic isolation plate 3-b.
Insert the fixing pin 7
Insertion part at the center of intermediate member such as cage 5-g of ring 5-e
The upper and lower fixing pins 7 are inserted into the
Lock the intermediate members such as cage 5-g, upper seismic isolation plate 3-a and lower
It becomes possible to lock the head isolation plate 3-b. 4) Fig. 88 (p) shows upper and lower fixing pins 7 and lower fixing pin 7.
Pin 7 goes up, upper fixed pin 7 goes down, and from top and bottom
It locks the sliding part 6 and locks the seismic isolation device.
You. At the time of release, the lower fixed pin 7 goes down, and the upper fixed pin 7
7 is a type for lifting and unlocking. In particular,
37-2, 38, 39, 40, 41, 42, etc.
Insert the insertion part 7-v at the center of the seismic isolation plate 3-a and the lower seismic isolation plate 3-b.
The fixing pin 7 is inserted and the insertion part 7-v of the intermediate sliding part 6 is inserted.
The upper and lower fixing pins 7 are inserted into the
Lock the horizontal movement of ン 7, upper seismic isolation plate 3-a and lower seismic isolation
It becomes possible to lock the plate 3-b. FIG.
-3 is lockable by using the device of Fig.88 (o) (p)
Become. The advantage of (m) to (p) is that
Can be used for bearings to deal with residual displacement after an earthquake
The size of a concave shape such as a mortar can be reduced to almost half.
When the fixing pins come out from the top and bottom,
The protrusion of the fixed pin can be reduced, and the movable dimension of the fixed pin can be reduced.
It is possible to operate with batteries, etc.
The burden can be reduced, and even when considering operation only with seismic force,
Facilitates operation in a small earthquake. Also, (7)
Lock type, (8) the upper and lower fixed pin
It is divided into an earthquake type and a wind type. Actuation type during earthquake
Is normally locked and the upper and lower fixing pins
And unlocked.
Sometimes, the upper and lower fixing pins are inserted at the same time. (9) Lock type of fixed pin sliding part Fig. 88 (p) Similarly, the upper and lower fixed pins 7
Lock the sliding part 5 and the intermediate sliding part 6 and lock the seismic isolation device
Some types do. When releasing, the lower fixing pin 7 goes down,
The fixing pin 7 is lifted to release the lock. FIG. 88 (q)
Is an example of this. Specifically, FIGS.
At the center of the seismic isolation plate 3, an insertion part 7-v is
7 is inserted, and the sliding part 5 and the intermediate sliding part 6 are inserted at the position 7-v.
This fixing pin 7 is inserted into the
It becomes possible. (10) Recessed fixed pin type Fig. 88 (r) to (u) show the fixed pin and ball bearing
The insertion part 7-v is recessed with respect to the intermediate member such as 5-e,
Is to lock. FIGS. 88 (t) to (u) show fixed pins.
7 is fixed, and the insertion part 7-v on the opposite side is
The method according to claim 55-7, wherein the seismic device is locked.
Invention. Seismically isolated structure 1 and this seismically isolated structure
Fixing the structure 2 supporting the structure to prevent wind sway etc.
Having a fixing pin insertion portion 7-v and a fixing pin 7
In the pin device, the insertion portion 7-v of the fixing pin is recessed and fixed.
When the fixed pin 7 is inserted, it locks and
The insertion portion 7-v returns to the original position, and the fixing pin 7 is pushed out.
The lock is released and the insertion portion 7-v is
One of the components 7 is to the seismically isolated structure 1 and the other is
To be provided on the structure 2 supporting the structure to be seismically isolated
It consists of. FIGS. 88 (r) to (s) show ball bearings.
The insertion part 7-v is recessed with respect to the intermediate member such as
This locks the seismic isolation device. FIG. 88 (r)
The ball bearing 5-e rolls before the insertion portion 7-v is dented
FIG. 88 (s) shows that the insertion portion 7-v is recessed.
Prevents the ball bearing 5-e from rolling, and the seismic isolation device
The invention according to claim 55-8, wherein
It is. The seismically isolated structure 1 and this seismically isolated structure
The intermediate sliding portion 6 sandwiched between the supporting structure 2 and
Roller and ball bearings 5-e, 5-f, etc.
Roller and ball bearing cage 5-g etc. middle part
Structure 1 which has a material and is seismically isolated
One of the structures 2 supporting this seismically isolated structure
Also, both parts are recessed to form the insertion portion 7-v, and the intermediate member
Lock, this recess, lock, this recessed insertion portion 7
-v returns to the original position, fixing pin 7 is pushed out and locked
Is released, and the insertion portion 7-v and the fixing pin 7
One of the structures is seismically isolated and the other is seismically isolated.
By providing the structure 2 supporting the structure to be
Is done. Pull out the fixing pins (1) to (10) above
More effective when used together with a pull-out prevention device that suppresses force
With fruit. 8.7. Indentation-type wind sway suppressing device in the center of the seismic isolation plate
No. 2575283 and seismic isolation restoration device (gravity restoration type seismic isolation
Sliding bearing), seismic isolation device (seismic isolation / sliding bearing)
4. Double (or more) seismic isolation plate
The center of the shake plate is the sliding part, the middle sliding part, and the ball bearing.
And seismic isolation formed in a concave shape in the shape of a roller
A seismic isolation device / sliding bearing constructed by holding a plate
You. The effect is to prevent wind sway. Because
In seismic isolation, wind sway is the biggest issue,
The center of the seismic isolation plate is replaced by a ball bearing sandwiched between the seismic isolation plates.
Roller curvature shape, the ratio of concave (recess)
It has a large wind sway suppression effect by a relatively simple method.
Or increase the angle of inclination (mortar-shaped seismic isolation plate)
Compared to the method of making it smaller (spherical base isolation plate),
An excellent method that does not reduce seismic isolation performance during an earthquake.
You. FIG. 37-9 shows the case of the mortar-shaped seismic isolation plate type of the present invention.
FIG. 37-10 is a plan view and a spherical view of an imprint.
An example of the case of a shaking dish type is shown.
Ball bearing 5-e on plate 3-a and lower seismic isolation plate 3-b
In the case of the concave shape 35 with the concave shape
This is an embodiment of the present invention. The above is the case of a double seismic isolation plate.
Naturally, the seismic isolation described in Patent 1844024 and Patent 2575283
Original device (gravity restoration type seismic isolation / sliding bearing), seismic isolation device (seismic isolation
・ Slip bearing) also, that is, in FIGS.
Seismic isolation device consisting of sliding part 5 or intermediate sliding part 6 and seismic isolation plate 3
Also in the mold, the sliding part 5 and the intermediate sliding part 6 are placed on the seismic isolation plate side.
And the same shape as ball bearing 5-e and roller 5-f
It is conceivable to cut (recess). Fig. 37-11
Is an embodiment of the present invention.
This is an embodiment in the case where there is a recess 35 that is recessed. Ma
The dimensions of the shape of the seismic isolation plate to be depressed (recessed) are as follows:
It is possible to give from the formula of. Ball or circular seismic isolation plate
The spring constant K is K = M (seismic isolation
Mass of the structure to be formed) × G (gravitational acceleration) / R (sliding part)
In addition, half of the intermediate sliding part and ball bearing and roller
Half of the depressed dimension of the seismic isolation plate
L, and the number of installations of the device is N (the device is not eccentric
KL)
× N + frictional force (friction of seismic isolation device and sliding bearing)
If it is higher than the maximum wind pressure
It does not move under pressure. This is a guide,
The dimensions of the depressed (recessed) shape are determined. Double
In the case of plate seismic isolation, the upper and lower seismic isolation plates have a suppression effect.
A half of the value is fine. 8.8. Combined use of the sphere on the bottom and the mortar on the other periphery
8.8.1. Combined use of mortar on the bottom spherical surface and other peripheral parts
The seismic isolation plate of the gravity-restoring seismic isolation plate 3
Has a small residual displacement after the earthquake and has a natural period
It is desirable to use a mortar shape that does not cause resonance
No. However, considering the wind resistance, the mortar-shaped gradient
Must be increased, in which case a small earthquake
Is hard to isolate, and even in the case of a big earthquake, the sharp bottom of the mortar
Vibration and shock at the time of seismic isolation
(When going down the slope and climbing the slope) is large and smooth
It is hard to get a quake. Therefore, make the bottom of the mortar spherical
The curvature of the bottom is larger and can be isolated from small earthquakes
The sharpness of the bottom of the mortar is
Eliminates wear and gives comfort. Claim 55-10 is
That is the invention. Ball bearings roll on the mortar
In the case of the configuration (FIG. 37-5), the effect is particularly remarkable.
And the spherical intermediate sliding part slides on the mortar.
In this case (FIG. 37-12), there is an effect. Claim 55-
11 is the spherical half of the bottom of the mortar according to the invention of the preceding claim.
The diameter is constructed near the radius that resonates with the earthquake cycle
Invention of a seismic isolation device and a sliding bearing
What this means is that the spherical radius of the bottom of the mortar is
Acceleration at which seismic isolation starts by resonating with the earthquake cycle
The degree can be reduced. This is the first sliding
Reduce the acceleration and reduce the resonance with a mortar.
It becomes possible to support. 8.8.2. Use one automatic fixing pin for micro-vibration at the center of gravity However, by making the bottom of the mortar spherical, the curvature of the bottom is
Becomes large and shakes with small winds (but the spherical surface on the bottom
Parts or more are suppressed). Therefore,
Unlocking type in case of earthquake to prevent shaking for micro vibration inside
Automatic fixing pin (Locked during normal times, locked during an earthquake
One pin at or near the center of gravity
Combined. Claim 55-12 is the invention. Ground
In the case of a configuration in which a ball bearing rolls on a pot (FIG. 37)
-5), especially the effect is remarkable,
In the case of a configuration in which the spherical intermediate slip portion slides (FIG. 37-12)
But there is an effect. 8.9. Combination of multiple typhoon manual fixing pins Spring constant of laminated rubber, mortar of seismic isolation sliding bearing, etc.
Due to the gradient of the concave shape and the friction of the sliding bearing surface, etc.
Resists strong winds and guarantees safety.
If swaying occurs, use the manual fixing pin (hand
Using two or more fixing pins to fix the seismic isolation device
(Including micro-vibration within the spherical part on the bottom)
You. Claim 55-13 is the invention. Specifically
The mortar on the bottom spherical surface and other peripheral parts
The resistance during a typhoon is
When resisting only with the mortar in the peripheral part except the spherical part,
Dynamic fixing pin (fixing pin to fix the seismic isolation device manually during a typhoon)
) In combination with two
(Including). 9. Rationalization of Seismic Isolation Device Installation and Construction of Foundation Section 9.1. Rationalization of Installation of Seismic Isolation Device and Construction of Foundation Section FIGS.
Is shown. In particular, the meaning as a seismic isolation device for detached houses
is there. Solid foundation 2 and a gap between cloth foundation 2 and ground 33
With slab 1-s and seismic isolation and sliding bearing
Insert To explain concretely the construction method,
In addition, seismic isolation and sliding bearings are installed on the cloth foundation 2 and the ground 33
And a space such as a styrofoam that can be dissolved with an organic solvent.
Fill with plastic 30 or water-soluble plastic 30
To make a gap and put a concrete slab 1-s on them
When the concrete is hardened, this plastic is
Dissolve in solvent or water to make space, solid foundation 2 and cloth
On the foundation 2 and the ground 33, supported only by seismic isolation and sliding bearings
And the concrete slab 1-s floats,
The operation of the bearing becomes possible. And this concretes
Love 1-s includes conventional construction, prefabricated construction, 2x4 construction, etc.
In order to be able to freely build houses in
Reinforcement design is performed as a structural design. Also as a superstructure
Slab stiffness to compensate for the lack of rigidity of the frame
We also design. By doing so, without restricting the freedom of the good,
The freedom of the superstructure is brought about,
The rigidity of the slab is also solved by the rigidity of the slab
You. Fig. 90 shows a slab 1-s with a gap in the solid foundation.
FIG. 91 shows an example in which the cloth foundation 2 and the ground 33 are empty.
In this case, a slab 1-s is hit with a gap. Also, solid
On the foundation 2, the cloth foundation 2 and the ground 33, concrete
Other methods of making slab 1-s include: 1) On a solid foundation or cloth foundation and ground,
Bolt with a jack-up function
At regular intervals, on a solid foundation or cloth foundation and on the ground
And concrete release materials and sheets that facilitate release
And put a concrete slab on it. Conch
Once the REIT has solidified, the screw can be used
Jack up and create a space, solid foundation, cloth foundation
On the ground, supported only by seismic isolation and sliding bearings
The reed slab floats, and the seismic isolation and sliding bearings operate.
It becomes possible. 2) Seismic isolation and sliding support on solid foundation, cloth foundation and ground
There is also a method of deploying a sho and placing the PC version on top of it. 3) Seismic isolation and sliding support on solid foundation, cloth foundation and ground
Deploy the sho and put a steel frame over it as a beam,
There is also a method of passing a PC or ALC version over a steel beam. This
Is suitable for general purpose seismic isolation, but limited to
It will not be done. 9.2. Rationalization of installation of seismic isolation device The invention described in claim 56-2 is installed in a detached house or the like.
It is intended to save the labor of installing the seismic isolation device to be installed.
You. It is difficult to make the seismic isolation device installed on the foundation horizontal.
What I really want is horizontality (parallelism) with the base
is there. Therefore, the following method is conceivable. For fasteners
A double seismic isolation plate device that integrates the upper and lower dishes
At the anchor bolt position, and fix it to the base first.
You. After that, remove any gaps etc.
Fill with And, after the non-shrink mortar hardens,
Tighten the anchor bolts between the foundation and the seismic isolation device. Above
The method provides horizontality (parallelism) to the base. 10. Design of Seismic Isolation Device Layout and Restoration Capacity of Restoration Device 10.1. Arrangement of Seismic Isolation Device
It is. At or near the center of gravity of structure A to be isolated
Only equipped with two or more restoring devices C,
The seismic isolation and sliding bearing D has no restoring force. In particular, two
In the case of a place,
The position of the center of gravity is sandwiched, and the setting is made at
preferable. Of course, it can be symmetrical with respect to the center of gravity.
No. Also, it may be shifted from the equidistant. Also as needed
Then, the fixing pin device G is arranged. Especially regarding the fixing pin device G.
If the number of locations is large, release and insert the fixing pin
Time lag, and the number of locations was small.
There is no problem, but in one place there is
You. Therefore, two places are good. In the case of one place, seismic isolation
The position of the center of gravity of the structure A to be formed or its vicinity is good. Details
Is described in 8.3. 10.1.1. Maintaining the horizontality of the sliding-type seismic isolation device
This is related to the maintenance of flatness. Seismic isolation and sliding bearing
Toward the inside (and the center of gravity) of the seismically isolated structure.
Low and high slope towards the outside of the seismically isolated structure
Hold and install. As a result, sliding type seismic isolation and sliding
The problem of maintaining horizontality during and after installation of the bearing has been resolved.
You. 10.1.2. Material specifications for sliding seismic isolation and sliding bearings Materials for sliding seismic isolating and sliding bearings are stainless steel or titanium.
It is made of non-rusting material. Especially titanium
Long-lasting performance as low friction material due to high hardness
Can be maintained periodically. For surface polishing, use a two-dimensional
In the case of double seismic isolation due to
It is better to make it rough. 10.1.3. In the case of a detached house Figures 90 to 92-2 show the case of a detached house.
To the standard column spacing of a detached house, and
In addition, seismic isolation with a double (or more) planar shape sliding surface part of 4.1.
・ Center of gravity of structure A to be seismically isolated, equipped with sliding bearings D
A restoring device C and a fixed pin device G are placed at or near
It is an embodiment equipped. FIGS. 90 (a) and 91 (a)
FIG. 90 (b) and FIG. 91 (b)
It is sectional drawing. FIG. 92-1 shows the position at or near the center of gravity.
2.1.Recovery and pull-out prevention device with damping spring
FIG. 92-2 is an implementation view of the bearing C, and FIG.
In the state described in 2.1.
It is an implementation drawing of a sliding bearing C. Specific arrangement for each device
To explain this, 1) Arrangement of seismic isolation / sliding bearing D: 2.7m or 3.6
m and the standard spacing between the pillars, below each pillar (studs etc.
(May be skipped), 4.1. Double (or more) planar shape sliding surface
Equipped with seismic isolation / sliding bearing D etc. Cheap seismic isolation
Thanks to device D, it can be installed on each pillar, and seismic isolation device
There is no need to skip the gaps, so a detached structure
There is no need to change the form. 2) Arrangement of the restoration device Regarding the arrangement of the restoration device C, the center of gravity of the seismically isolated structure A
One or two locations, or several locations (specifically
At two or more locations), and the restoring device C, but of course, 2.
1.Restoration, pull-out prevention device with damping spring, only sliding bearing
Instead, laminated rubber may be used.
5. Absorption gravity restoration type seismic isolation / sliding bearings may be used.
The new gravity restoring seismic isolation device described in 2.2 may be used.
Rubber / spring prevention device with spring / sliding bearing
No. In particular, seismic isolation type vertical displacement absorbing gravity recovery type seismic isolation of 5.3.
・ Sliding bearing and 6. What is the new gravity restoring seismic isolation device?
Effect of lowering the center of gravity of the structure A
Seismic performance is obtained. 3) Arrangement of the fixed pin device The same applies to the fixed pin device G, which is seismically isolated.
One or two places at or near the center of gravity of structure A
Although it is installed at several places, it is particularly preferable to provide two places. Solid
Regarding the type of the fixed pin device G, the earthquake shock of 8.1.1.
・ Fixed pin device with broken pins due to acceleration, see 8.1.3.
Fixed pin device by simple earthquake sensor (amplitude), 8.1.4.
Automatic restoration type, 8.1.5. To 8.1.8. Earthquake sensor (amplitude)
8.1.9 Automatic displacement fixed pin device by vertical displacement absorption weight
Force-restoring seismic isolation / sliding bearing combined automatic control type fixed pin device,
8.2. One of the fixed pin devices installed by wind sensor
Is done. 8.1.1.
8.1.2.
Will be needed. 10.1.4. In the case of general buildings In the case of general buildings, the space between
Below (may be skipped at small span intervals)
Equipped with sliding bearing D, etc., restoration device C in the center, and fixed
Equipped with a pin device G. The following is substantially the same. 10.2. Design of restoration capability of restoration device The invention according to claim 59 is a design of restoration capability of the restoration device.
It is about. What kind of sliding seismic isolation device
As can be said, the design of the restoration capacity of the restoration device
The minimum restoring force that can be restored is the best in seismic isolation performance
good. In other words, gravity-restoring seismic isolation,
Restoration is not possible for seismic isolation
As far as possible, the curvature should be as large as possible and
wear. In the case of a restoration type such as a spring, the restoration
As long as it is obtained, the spring constant should be as small as possible. Soshi
In order to minimize the resilience of both,
・ It is necessary to lower the friction coefficient of the sliding bearing. That
This also leads to better seismic isolation performance. 10.3. Damping damper For laminated rubber seismic isolation, the time axis is the horizontal axis and the displacement is the vertical axis.
It has a geometric series attenuation curve, is hard to attenuate,
The par is almost always necessary, but the sliding seismic isolation
Then, if the time axis is the horizontal axis and the displacement is the vertical axis, the arithmetic series
The damping curve has a
No par is needed. Also, a damping damper is used for the sliding seismic isolation.
When it is provided, it only has the effect of lowering the seismic isolation performance. 11. New laminated rubber spring FIG. 94 shows the new laminated rubber seismic isolation device according to claim 60.
3 shows an embodiment of the present invention. Hardness of steel with a hole in the center
Are stacked and laminated, and a rubber plate is
By inserting a spring (including an air spring) 29
And the uppermost plate of the hard plate 28 is isolated.
The lowermost plate is supported by this seismically isolated structure.
It is configured by providing the structure 2 to be held. Shear deformation
As for, the performance of rubber itself can be expected, but the pressure resistance
As for, there was a problem of rubber expansion. Rubber compressive force
This expansion problem is also caused by rubber or spring buckling.
The problem is that the hard plate 28 made of steel or the like with a hole
Can be prevented by the
It eliminates the trouble of bonding rubber and iron one by one,
make it easier. 12. Restoring Spring FIG. 99 shows a restoring spring seismic isolation device according to claim 61.
Is shown. In FIG. 99, the seismic isolation device
Support structure 1 to be isolated and this structure to be isolated
A spring 25 is provided between and supports the structure 2 and the structure 2.
The end of the spring 25 is inserted into the trumpet-shaped hole 34 of the structure 2.
Is engaged, and the opposite end of the spring 25 is isolated.
It is constituted by being engaged with the body 1. Of course
In particular, in the trumpet-shaped hole 34 of the structure 1 to be seismically isolated
, The end of the spring 25 is engaged,
May be engaged with the supporting structure 2 in some cases. Figure
99 (a) shows the structure 1 to be isolated and the structure to be isolated.
FIG. 9 when there is no displacement with respect to the structure 2 supporting the structure.
9 (b) shows the structure 1 to be seismically isolated by an earthquake, etc.
Displacement occurs between the structure 2 supporting the structure to be seismically isolated.
And the spring 25 is extended.
Between the structure 1 and the supporting structure 2
Then, according to the horn shape 34, the spring 25
Bend in the horizontal direction and have a horizontal restoring force.
Horizontal restoring force can be obtained even with a small displacement.
Downward acting on the seismically isolated structure 1 by the spring
Minimize the force and reduce the load on the seismically isolated structure 1
doing. Installing a spring in a vertical direction is required in any horizontal direction.
Recovery performance, but with little horizontal displacement
Although poor, the present invention solves that problem,
However, it is necessary to obtain a horizontal restoring force.
As a result, this spring allows the downwardly acting
Minimize the tensile force and minimize the load on the seismically isolated structure.
Comb. 13. Structural design method using seismic isolation structure 13.1. High-rise buildings and structures
Has a rigidity against wind power
Patent structure with patent 1844024 against seismic force
Seismic isolation restoration device with patent 2575283, seismic isolation device, and above
The seismic isolation is carried out by the sliding type seismic isolation and sliding bearing. Also, the building rigidity
Improving the characteristics leads to improving the seismic isolation performance
You. As a result, it is seismically isolated during an earthquake and does not shake
High-rise building is possible, and vibration control structure to prevent wind sway
There is no need to adopt 13.2. Buildings and structures with a high tower-like ratio Structures with a tower-to-ratio ratio above are seismically isolated, such as seismic isolation and sliding bearings.
Requires an anti-pull-out device in addition to the device. Also Rocky
Of seismic isolation / sliding bearings to reduce
Reduce the friction coefficient as much as possible and close to the ground such as the first floor
It is also necessary to make the floor of the floor heavy. Also, for its own weight,
Large structures that find a certain level of wind pressure
You may need equipment. 13.3. Lightweight Buildings / Structures Lightweight buildings / structures in which the natural period cannot be extended with conventional laminated rubber
Seismic isolation is possible for structures using seismic isolation devices such as seismic isolation and sliding bearings
become. If a pull-out force is applied, pull-out prevention device
And if the wind sways, use a fixed pin device.
I need. To improve seismic isolation performance, lower the center of gravity,
It is also necessary to make the floor of the floor near the ground such as the first floor heavy.

【The invention's effect】

1. Cross-shaped seismic isolation / slip bearing, cross-gravity recovery type seismic isolation
Sliding bearing 1.1 Cross-shaped seismic isolation / sliding bearing
According to the present invention, the restoration at the time of seismic isolation which can be performed in only one direction can be obtained in all directions by vertically engaging the same-shaped members.
Such a simple mechanism also provides durability and reduces maintenance problems. In addition, the cross shape saves material. 1.2. Intermediate sliding part of cross-type seismic isolation / sliding bearing, cross gravity restoring type seismic isolation / sliding bearing The intermediate sliding part improves the friction performance and increases the contact area between the upper slide member and the lower slide member. Also, at the time of the earthquake amplitude, there is no change in the contact area between the intermediate slide portion and the upper and lower slide members. Also, even if a roller or a ball bearing is provided at a position of the intermediate sliding portion in contact with the upper and lower sliding members,
Similarly, the contact area between the roller and the ball bearing and the upper slide member and the lower slide member does not change during an earthquake amplitude, which is advantageous. 1.3. Cross-gravity restoration type pull-out prevention device / slip bearing One device can be used to combine seismic isolation restoration and pull-out prevention. In addition, the problem of rattling due to play due to vertical displacement at the time of earthquake amplitude and the problem of impact at the time of pulling out, which are peculiar to gravity restoration type, can be solved. Further, as in the case of 1.2, the friction performance is improved by the intermediate sliding portion, and the contact area between the upper slide member and the lower slide member is also increased. Also, at the time of the earthquake amplitude, there is no change in the contact area between the intermediate slide portion and the upper and lower slide members. Also, even if a roller or a ball bearing is provided at a position in contact with the upper / lower slide member of the intermediate slide portion, similarly, at the time of an earthquake amplitude, the roller or the ball bearing, the upper slide member, and the lower slide member may be provided. This is advantageous because the contact area of the contact does not change. 2. Improvement of pull-out prevention device / sliding bearing This invention relates to an improvement of a device for preventing pull-out of a seismically isolated structure from a structure supporting the seismically isolated structure. 2.1. Pull-out prevention device with restoration / damping spring / slip bearing Pull-out prevention device with restoration / damping spring that restores to the original position after an earthquake and suppresses and prevents the slipping of the sliding part from the sliding surface of the seismic isolation plate.・ It is a sliding bearing. 2.2. Laminated rubber / rubber / spring prevention device / spring bearing A solution to the pulling force of laminated rubber, and at the same time,
This also solved the problem of buckling of the laminated rubber (laminated rubber that is higher than the bottom). This has made it possible to reduce the size and cost of the laminated rubber itself. 2.3. Enhancement of pull-out prevention function The pull-out prevention function is further enhanced. 2.4. New pull-out prevention device and sliding bearing New pull-out prevention device and sliding bearing. In addition, a compact pull-out prevention device and sliding bearing are made possible. 2.5. Gravity restoration type pull-out prevention device / slip bearing This is a gravity recovery type pull-out prevention device / sliding bearing capable of seismic isolation restoration. 2.6. Absorption device of vertical displacement at the time of gravity recovery type seismic isolation / sliding bearing amplitude The pull-out prevention device of the invention of Patent 1844024 by vertical displacement at the time of earthquake amplitude when gravity recovery type seismic isolation / sliding bearing is used
This device absorbs the impact when the pulling force such as wind acts due to the play of the sliding bearing. 2.7. Pull-out prevention device and intermediate sliding part (sliding part) of sliding bearing The pull-out preventing device of the invention of Patent No. 1844024 and the intermediate sliding part (sliding part) between the upper and lower sliding members of the sliding bearing make the upper part possible. -The coefficient of friction between the lower slide members can be reduced. 2.8. Anti-pull-out device, intermediate sliding part of roller bearing (roller / ball bearing) An intermediate sliding part (roller / ball bearing) is provided between the upper and lower sliding members of the anti-pulling device and sliding bearing of the invention in Patent No. 1844024. Thereby, the coefficient of friction between the upper and lower slide members can be reduced. 2.9. Improvement of pull-out prevention device and slide bearing The horizontal dimension can be reduced by providing an intermediate slide member between the upper and lower slide members of the pull-out prevention device and slide support of the invention in Japanese Patent No. 1844024. 3. 3.1.Improvement of damper function and initial sliding of sliding type seismic isolation / sliding bearing 3.1.Decrease in coefficient of friction Decreasing the coefficient of friction at the center of the seismic isolation plate reduces the magnitude of the seismic force that starts to slide first. Increasing the sensitivity of the seismic isolation device and enlarging the periphery reduces the amplitude. By using both, the initial sliding is improved and the amplitude during an earthquake is reduced. In other words, when the friction coefficient is increased, the amplitude is suppressed, but the initial dynamic acceleration is increased, and the seismic isolation sensitivity is deteriorated. Conversely, when the friction coefficient is reduced, the initial dynamic acceleration is small, but the amplitude is increased, which is a slip-type problem. Solve. 3.2. Change in curvature The curvature of the concave surface of the gravity-restoring seismic isolation / sliding bearing is made smaller and steeper from the center to the periphery to suppress the amplitude of the earthquake. 4. Double (or more) seismic isolation plate seismic isolation / sliding support Compared to the sliding part and seismic isolation plate method (seismic isolation restoration device in Patent No. 1844024), the area of the seismic isolation plate is almost 1/4, Even if the seismic isolation plates are moved up and down, it is almost halved. In addition, since the seismic isolation plates have the same area, the hermeticity can be obtained, so that the sealing property can be obtained, the evaporation of the lubricant can be prevented, and the reduction of the coefficient of friction can be prevented by preventing rain, dust, and rust. 4.1. Double (or higher) seismic isolation plate seismic isolation / sliding support 4.1.1. Double (or higher) seismic isolation plate seismic isolation / sliding support 4.1.2. Bearing Prevents the seismically isolated structure from being pulled out of the structure that supports the seismically isolated structure, and enables sliding seismic isolation. 4.2. Double (or more) seismic isolation plate with intermediate sliding part Seismic isolation plate / Sliding bearing Double, triple and quadruple sliding surfaces (slip surface, rolling surface) are obtained, and the sliding performance is improved. 4.2.1. Intermediate sliding part (sliding / rolling part) Rollers and ball bearings can be considered as the intermediate sliding part. However, as the sliding intermediate sliding part, a convex type with the same spherical ratio as the upper downward concave seismic isolation plate is used. Friction performance is improved by sandwiching the intermediate sliding portion where the lower upward concave seismic isolation plate and the convex type having the same sphere ratio are combined, and the contact area between the upper and lower seismic isolation plates and the sliding portion is maintained even at the time of earthquake amplitude. However, the intermediate sliding portion follows the sphericity of the upper and lower seismic isolation plates and can be kept unchanged. Also, even if a roller or a ball bearing is provided at a position in contact with the upper and lower seismic isolation plates of the intermediate sliding portion, similarly, the contact area between the seismic isolation plate and the roller or the ball bearing does not change during an earthquake amplitude. This is advantageous. 4.2.2. Double intermediate sliding portion In addition to the effect of 4.2.1. Above, a triple sliding surface (slip surface, rolling surface) is obtained, and both are receiving types and lubricating oil is easily filled. 4.2.3. Triple intermediate sliding part 1 A quadruple sliding surface (slip surface, rolling surface) is obtained. 4.2.4. Triple intermediate sliding part 2 A quadruple sliding surface (slip surface, rolling surface) is obtained. With respect to the above double or more intermediate sliding portion, if a roller or a ball bearing is provided at a position where the intermediate sliding portions contact each other,
This is advantageous because the head can be easily swung. 4.2.5. Double (or more) seismic isolation plate with seismic isolation and sliding bearing with a restoring spring 4.2. The intermediate sliding part and the upper and lower seismic isolation plates are connected by springs to provide a restoring force and to combine the functions of the resilience device. Will be possible. 4.3. Double (or more) seismic isolation plate with rollers and ball bearings Seismic isolation / sliding bearings By inserting rollers or ball bearings between the seismic isolation plates described in 4.1.1 to 4.1.2 above, the coefficient of friction is increased. Is reduced, and high seismic isolation performance is obtained. 4.4. Double (or more) seismic isolation plates with seals and dustproof covers, and seismic isolation / sliding supports Double (or more) seismic isolation plates of 4.1 to 4.3. The seal is sealed with a dust-proof cover to prevent evaporation of lubricant, rain-proof, dust-proof,
In addition, it is possible to prevent a reduction in the coefficient of friction by rust prevention.
In the case of an elastic seal, in the case of a small or medium-sized earthquake, the seal is allowed within the elastic range of the seal, and the seal is maintained without breaking the seal. 5. Improved gravity-restoring seismic isolation / sliding bearing 5.1. Improvement of the sliding part of gravity-restoring seismic isolation / sliding bearing The contact area between the seismic isolation plate and the sliding part should be as large as possible, Can be the same so that it does not change. Double / triple sliding surface (slip surface, rolling surface)
And the sliding performance is improved. 5.1.1. Intermediate sliding part By inserting the intermediate sliding part, the friction performance can be improved, and the contact area between the seismic isolation plate and the sliding part allows the intermediate sliding part to follow the sphericity of the seismic isolation plate even at the time of earthquake amplitude. And keep it the same. Also, even if a roller or ball bearing is provided at the position of this intermediate sliding part that contacts the seismic isolation plate,
Similarly, it is advantageous that the contact area between the seismic isolation plate and this roller or ball bearing does not change during the amplitude of the earthquake. In addition, both are of a support type, and lubricating oil can be easily filled. Further, a double sliding surface (slip surface, rolling surface) can be obtained. 5.1.2. Double intermediate sliding portion In addition to the effect of 5.1.1. Above, a triple sliding surface (slip surface, rolling surface) can be obtained, and the swing angle can be made steep, concave concave seismic isolation Increases the damping effect of the dish. In addition, it is advantageous to provide a roller or a ball bearing at a position where the intermediate sliding portions are in contact with each other, which facilitates swinging. 5.2. Gravity restoration type seismic isolation / slide bearing with vertical displacement absorbing type of sliding part 5.2.1. Gravity restoration type seismic isolation / sliding bearing with vertical displacement absorbing type of sliding part Vertical displacement during operation of gravity recovery type seismic isolation / sliding bearing It not only absorbs but also has the function of vertical seismic isolation. When a male screw is inserted into the upper part of the cylinder, not only can the restoring force be adjusted, but also the residual displacement after the earthquake can be corrected. 5.2.2. Gravity restoration type seismic isolation / slip bearing of vertical displacement absorption type of sliding part Slide the fixing pin of the automatic control type fixing pin device by the seismic sensor (amplitude) described in 8.1.6 and 8.1.7 below. When the fixing pin insertion portion is a seismic isolation plate having a concave sliding surface portion, a gravity recovery type seismic isolation / sliding bearing of a sliding portion vertical displacement absorbing type can be realized. 5.3. Edge-separated vertical displacement absorbing gravity-restoring seismic isolation and sliding bearings Gravity-restoring seismic isolation that does not affect other seismic isolation devices even if gravity-restoring seismic isolation and sliding bearings are used・
It is a sliding bearing. Also, by providing it at the center of gravity,
Vibration close to a single-mass system is possible, and it also has the effect of simplifying movement during an earthquake. Further, the effect of lowering the center of gravity of the structure to be seismically isolated provides stable seismic isolation performance. 6. New gravity restoring seismic isolation device This is a gravity restoring seismic isolator with no vertical displacement. By lowering the center of gravity of the structure to be seismically isolated, problems such as the locking phenomenon are reduced, and stable seismic isolation performance is obtained. Compared to the restoration control by a spring, the ability to improve seismic isolation performance and eliminate residual displacement after an earthquake is greater. Further, it can be easily integrated with the fixing pin device. 7. Vertical seismic isolation device 7.1. Vertical seismic isolation device that absorbs vertical displacement of sliding parts By installing a vertical seismic isolation device in the horizontal seismic isolation device itself, it becomes possible to make it more compact. 7.2. Pull-out prevention device with vertical seismic isolation (including restoration) The vertical seismic isolation is enabled by separating the seismic horizontal force from the vertical force. 7.3. Vertical seismic isolation system for each floor and floor Separating the horizontal and vertical forces of earthquakes enables vertical seismic isolation in a realistic manner. 7.4. Vertical seismic isolation device using tensile material Vertical seismic isolation of heavy structures becomes possible. 8. 8.1. Specification of fixed pin device 8.1. Fixed pin device by seismic operation This device detects the vibration of an earthquake with an earthquake sensor or the like and causes the fixed pin to be pulled out from its insertion part or disengaged. 8.1.1. Fixed pin device with broken pins due to earthquake impact / acceleration The broken pin method is suitable for simple types. Maintenance is also simple. 8.1.2. Interlocking operation fixed pin Since two or more fixed pin devices are necessary, if only one location is released unless unlocked at the same time, it will be eccentric by the remaining fixed pin device and swung by seismic motion. May occur. It solves that problem. 8.1.3. Fixed pin device by simple earthquake sensor (amplitude) This is a simplified version of the automatic control type fixed pin device of 8.1.5.
1.4. When combined with the automatic restoration type, almost the same effect can be obtained. 8.1.4. Automatic restoration type When the fixing pin is released, it automatically returns to the fixed state after the earthquake. 8.1.5. Automatically controlled fixed pin device using an earthquake sensor (amplitude) Compared to 8.1.4., It automatically performs the release of fixing of the seismically isolated structure. Further, the form in which the fixing pin simply presses against the seismically isolated structure as the insertion portion and is fixed by the friction can cope with the residual displacement after the earthquake. 8.1.6. Automatically controlled fixed pin device using earthquake sensor (amplitude) 8.1.7. Automatically controlled fixed pin device using earthquake sensor (amplitude) 8.1.8. Automatically controlled fixed pin device using earthquake sensor (amplitude) 8.1. 4. In addition, the electric control type is generally used in 8.1.5. However, regarding the return of the fixed pin device to its original position after an earthquake, it is difficult to apply it to small and small buildings and below, considering the power outage after the earthquake. 8.
1.6. ~ 8.1.8. Automatically controlled fixed pin device by seismic sensor (amplitude)
It solves that problem. 8.1.9. Vertical displacement absorption gravity restoration type automatic control fixed pin device with seismic isolation and sliding bearing combined 8.1.6. Also the gravity control type fixed pin device with the above-mentioned automatic control fixed pin device by the earthquake sensor (amplitude) of 8.1.7. It is also possible to combine the effects of seismic isolation and sliding bearings, in which case,
During earthquake amplitude, gravity-restoring seismic isolation and sliding bearing without vertical displacement becomes possible. 8.1.10. Double seismic isolation plate with automatic control type fixed pin device The integrated seismic sensor and the automatic control type fixed pin device by the seismic sensor (amplitude) from 8.1.6. To 8.1.8. It is possible to save space and labor for installation. 8.2. Fixed pin device by wind sensor 8.2.1. General type The fixed pin is inserted only at the time of wind power by the wind sensor, and the structure to be seismically isolated is fixed. The merit of this type is that it is possible to isolate all minute earthquakes regardless of the magnitude of the seismic force like the fixed pin device by 8.1. 8.2.2. Hydraulic type Since it is not electric, this fixed pin device can be operated even during a power failure. 8.3. Installation position of fixed pin device 8.3.1. General As the installation position of fixed pin device, at least two places are required near the position of the center of gravity of the structure to be seismically isolated. 8.3.2. Installation of two or more fixed pin devices Regarding the interlocking of two or more fixed pin devices when they are separated from each other, it is difficult with 8.1.2. The problem can be solved by making a difference depending on the sensitivity of the camera. 8.3.3. Relay-type fixed pin Regarding the simultaneous operation of the fixed pin, there was a problem as to whether the mechanical pin and the electric pin actually operate at the same time. In particular, the seismically actuated fixing pin was not allowed to have a time lag, and the problem when one pin was not released was a serious problem. This relay-type fixing pin solves that. 8.4. Pile breakage prevention method Prevents pile breakage and alleviates the seismic force of the superstructure (ground structure). Can be used for all structures with piles. 8.5. Dealing with residual displacement after an earthquake 8.5.1. Correcting residual mutation of a slip-type seismic isolation device It was difficult to correct residual mutation of a slip-type seismic isolation device after an earthquake. The sliding surface of the seismic isolation plate has a groove for lubricating the liquid lubricant on the friction surface, and a hole on the outside of the seismic isolation plate that allows the liquid lubricant to flow into the groove. And pouring through the holes to facilitate correction of residual mutations after the earthquake. 8.5.2. Shape of seismic isolation plate for gravity-restoring seismic isolation and sliding bearings By setting the shape of the seismic isolation plate for gravity-restoring seismic isolation and sliding bearings to a mortar shape, residual displacement after an earthquake can be reduced. . 8.6. Shape of fixed pin insertion part and shape of fixed pin The range in which the fixed pin can be locked is the same range as the expected residual displacement after the earthquake so that it can be locked at any position within the range where residual displacement occurs after the earthquake. By doing so, it is possible to cope with the residual displacement after the earthquake. Furthermore, it is possible to invite the user to return to the initial point in a concave shape such as a mortar shape.
Examples of the shape in which the fixing pin can be locked include a spherical shape, a mortar shape, and a shape with a lot of uneven friction. And when selecting a mortar shape etc., 8.
It is also possible to return to the original position by selecting the method using the fixed pin device that is automatically controlled by the earthquake sensor (amplitude) described in 1.6. And 8.1.7. In addition, there is a fixed pin on the top and bottom, the lower fixed pin goes up, the upper fixed pin goes down, and the middle member is sandwiched and locked. As it can be used for sliding bearings, the size of the concave shape, such as a mortar, can be reduced to almost half as a measure against residual displacement after an earthquake. The size of the fixed pin can be reduced, the movable dimension of the fixed pin can be reduced, and even when considering operation with batteries etc., the burden on the batteries etc. can be reduced, and even when considering operation only with seismic force, operation with a small earthquake is easy. To 8.7. Dent-shaped wind sway suppression device in the center of seismic isolation plate The center of the seismic isolation plate is formed with a concave part with a sliding part, an intermediate sliding part, a ball bearing, and a roller. It is a seismic isolation device / sliding bearing that is configured by having it, which suppresses wind sway and is a simple wind sway suppression device. 8.8. Seismic isolation plate with sphere on the bottom and mortar on the other periphery 8.8.1. Seismic isolation plate on sphere at the bottom and mortar on the other periphery Gravity restoration type seismic isolation / slip bearing As the concave sliding surface of the seismic isolation plate of the rolling bearing), a mortar shape that does not cause a resonance phenomenon because it has little residual displacement after an earthquake and does not have a natural period is desirable. In such a case, it is difficult to isolate the seismic force in a small earthquake. Large, smooth seismic isolation is difficult to obtain. Therefore, by making the bottom of the mortar a spherical surface, the curvature of the bottom surface becomes larger, and it becomes possible to isolate a small earthquake.
Eliminates sharpening at the bottom of the mortar and provides comfort. In the case of a configuration in which the ball bearing rolls on the mortar, the effect is particularly remarkable. Even in the case of the configuration in which the spherical intermediate sliding portion slides on the mortar, there is an effect. 8.8.2. Use one automatic fixing pin for microvibration at the center of gravity However, by making the bottom of the mortar spherical, the curvature of the bottom becomes large, and it shakes even with a small wind. Is suppressed). Therefore, in order to prevent rocking for micro-vibration within the spherical portion on the bottom surface, an unlocking type automatic fixing pin during earthquakes (automatic fixing pin that is locked during normal times and unlocked during an earthquake) is located at or near the center of gravity. By using one of them together, even small winds will not shake. In the case of a configuration in which the ball bearing rolls on the mortar, the effect is particularly remarkable. Even in the case of the configuration in which the spherical intermediate sliding portion slides on the mortar, there is an effect. 8.9. Combination of multiple manual fixing pins for typhoon Due to spring constant of laminated rubber, etc., gradient of concave shape of mortar etc. of seismic isolation sliding bearing and friction of sliding bearing surface, etc.
In the case of resistance against strong winds and safety is guaranteed, if there is some shaking, use multiple manual fixing pins (fixing pins to fix the seismic isolation device manually during a typhoon)
By using the anti-sway together, the shaking during a typhoon can be completely suppressed. 9. Rationalization of seismic isolation device installation and foundation construction. A simple and inexpensive seismic isolation device is possible. It also solves the cost problem of the first floor beams and the floor supported by them. Also, there is no problem with the difference in the construction method of the superstructure of prefabricated / conventional / 2 × 4. However, the problem of rigidity of the superstructure is also solved. 10. Design of seismic isolation device arrangement and restoration capacity of restoration device 10.1. Arrangement of seismic isolation device Two or more restoring devices are installed only at or near the center of gravity. Doing it brings economics. Also, if necessary, a fixing pin device is provided. As in the case of the restoring device, it is preferable to provide two or more positions only at or near the center of gravity. If the number of locations is large, there is a concern about the time lag of releasing and inserting the fixed pins. In particular, as for the fixed pin devices, the number is small, but there is a concern about rotation due to wind power at one location. Therefore, two or more locations are good, which also brings economics. 10.2. Design of the restoring capacity of the restoring device In the case of the sliding type seismic isolator, the minimum restoring force that can be restored is the best in terms of seismic isolation performance. , The curvature should be as large as possible,
In addition, in the case of a restoration type such as a spring, the spring constant should be as small as possible as long as restoration can be obtained. In both cases, it is necessary to reduce the friction coefficient of the seismic isolation and sliding bearings to minimize the restoring force. It is. That also leads to better seismic isolation performance. 11. New laminated rubber / spring Conventional laminated rubber solves problems of adhesion between steel and rubber, problems of manufacturing method in which steel and rubber are adhered and stacked, pressure resistance, and fire prevention. You. Steel and rubber do not adhere to each other, only steel is laminated, and the center of steel is chipped,
By taking the method of filling the center with rubber or coil springs, steel and steel are laminated, so that the problem of adhesion between steel and rubber is eliminated, and steel and rubber are adhered and stacked. Eliminates difficulties. Regarding pressure resistance performance,
Since the steel and the steel are laminated without sandwiching the rubber, the pressure resistance performance of the steel itself is obtained, and the fire-proof problem is solved because the rubber is sealed inside and does not directly go outside. 12. Restoring spring Installing a spring vertically can provide restoring performance in any horizontal direction, but the restoring force due to slight horizontal displacement is poor.
The invention according to claim 61 solves the problem, and makes it possible to obtain a horizontal restoring force even with a slight displacement, and as a result, the spring pulls downward on the seismically isolated structure. The force is also minimized to reduce the load on the seismically isolated structure. 13. Structural design method using seismic isolation structure 13.1. Skyscraper / structure A skyscraper that is not shaken and shakes is possible. 13.2. Buildings and structures with a high tower ratio The pull-out prevention device enables seismic isolation of buildings and structures with a high tower ratio, which can not be removed with conventional laminated rubber seismic isolation. Further, by lowering the friction coefficient of the seismic isolation / sliding bearing as much as possible, the floors on the first floor and the like near the ground are heavier, so that problems such as rocking can be solved. In addition, the fixing pin device solves the problem of wind sway of a structure having a certain level or more of wind pressure with respect to its own weight. 13.3. Lightweight buildings / structures Seismic isolation devices such as seismic isolation / sliding bearings make it possible to seize light buildings / structures where the natural period cannot be extended with conventional laminated rubber seismic isolation and the seismic isolation effect cannot be obtained. I do. In addition, the problem of wind sway caused by lowering the friction coefficient is also solved by the fixing pin device. Further, when a pull-out force acts, it can be dealt with by a pull-out prevention device.

[Brief description of the drawings]

1 to 9 show an embodiment of a cross type seismic isolation / sliding bearing, a cross gravity restoring type seismic isolation / sliding bearing, and a cross gravity restoring type pull-out prevention device / sliding bearing.

1A is a perspective view of a seismic isolation / sliding bearing, and FIGS. 1B and 1C are sectional views thereof.

FIG. 2A is a perspective view of a seismic isolation / sliding bearing, and FIGS. 2B and 2C are sectional views thereof.

3 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 3 (b) and 3 (c) are sectional views thereof.

FIG. 4 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 4 (b) and (c) are sectional views thereof.

FIG. 5A is a perspective view of a seismic isolation / sliding bearing, and FIGS. 5B and 5C are cross-sectional views thereof.

FIG. 6A is a perspective view of a seismic isolation / sliding bearing, and FIGS. 6B and 6C are sectional views thereof.

FIG. 7 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 7 (b) and 7 (c) are sectional views thereof.

8 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 8 (b) and 8 (c) are sectional views thereof.

8A is a perspective view of a seismic isolation / sliding bearing, and FIGS. 8B and 8C are sectional views thereof.

FIG. 8A is a perspective view of a seismic isolation / sliding bearing, and FIGS. 8B and 8C are sectional views thereof.

9 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 9 (b) and 9 (c) are sectional views thereof. FIGS. 10 to 13 show an embodiment having an intermediate sliding portion of a cross-shaped seismic isolation / sliding bearing and a cross gravity restoration type seismic isolation / sliding bearing.

10 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 10 (b) and 10 (c) are sectional views thereof.

11 (a) is a perspective view of a seismic isolation / sliding bearing, (b) and (c) are cross-sectional views, (d) is a detailed perspective view, and (e), (f), (g) and (h) are It is a cross-sectional view at the time of earthquake amplitude, (g) (h) is the maximum, (e) (f) is the middle, (e) (g) is viewed from the foundation direction, (f) (h ) Is viewed from the direction facing the foundation direction.

12 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 12 (b) and (c) are sectional views thereof.

13 (a) is a perspective view of a seismic isolation / sliding bearing, (b) and (c) are cross-sectional views, (d) is a detailed perspective view, and (e), (f), (g) and (h) are It is a cross-sectional view at the time of earthquake amplitude, (g) (h) is the maximum, (e) (f) is the middle, (e) (g) is viewed from the foundation direction, (f) (h ) Is viewed from the direction facing the foundation direction. (a) is a perspective view of the seismic isolation / sliding bearing, and (b) and (c) are sectional views thereof. 14 to 14-3 show an embodiment of the pull-out preventing device and the intermediate sliding portion of the sliding bearing and the pull-out preventing device and the sliding bearing including the roller and the ball bearing.

14 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 14 (b) and 14 (c) are sectional views thereof.

FIG. 14A is a perspective view of a seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof.

FIG. 14A is a perspective view of a seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof. 15 to 19-2 show an embodiment of a laminated rubber / rubber / spring prevention device / sliding bearing.

FIG. 15 (a) is a perspective view of a seismic isolation / sliding bearing, (b) and (c) are cross-sectional views thereof, (d) is a perspective view of a seismic isolation / sliding bearing, and (e).
(f) is a sectional view thereof. (a), (b), and (c) indicate that the height of the spring (including the air spring) or the rubber or the laminated rubber 25 is low.
(d), (e), and (f) are cases where the height of the spring (including the air spring), the rubber, or the laminated rubber 25 is high.

[FIG. 15-2] (a) is a perspective view of a seismic isolation / sliding bearing, (b) (c)
Is a sectional view thereof.

16 (a) is a perspective view of a seismic isolation / sliding bearing, (b) and (c) are sectional views thereof, (d) is a perspective view of a seismic isolation / sliding bearing, and (e)
(f) is a sectional view thereof. (a), (b), and (c) indicate that the height of the spring (including the air spring) or the rubber or the laminated rubber 25 is low.
(d), (e), and (f) are cases where the height of the spring (including the air spring), the rubber, or the laminated rubber 25 is high.

FIG. 16A is a perspective view of a seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof.

17 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 17 (b) and (c) are sectional views thereof.

FIG. 17A is a perspective view of a seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof.

18 (a) is a perspective view of a seismic isolation / sliding bearing, (b) and (c) are sectional views thereof, (d) is a perspective view of a seismic isolation / sliding bearing, and (e)
(f) is a sectional view thereof. (a), (b), and (c) indicate that the height of the spring (including the air spring) or the rubber or the laminated rubber 25 is low.
(d), (e), and (f) are cases where the height of the spring (including the air spring), the rubber, or the laminated rubber 25 is high.

FIG. 19 (a) is a perspective view of a base-isolated / sliding bearing, (b) and (c) are cross-sectional views thereof, (d) is a perspective view of a base-isolated / sliding bearing, and (e).
(f) is a sectional view thereof. (a), (b), and (c) indicate that the height of the spring (including the air spring) or the rubber or the laminated rubber 25 is low.
(d), (e), and (f) are cases where the height of the spring (including the air spring), the rubber, or the laminated rubber 25 is high.

[FIG. 19-2] (a) is a perspective view of a seismic isolation / sliding bearing, (b) (c)
Is a sectional view thereof. 20 to 22-2 show an embodiment of a pull-out prevention device with a restoring / damping spring and a sliding bearing.

FIG. 20 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 20 (b) and (c) are sectional views thereof.

21A is a perspective view of a seismic isolation / sliding bearing, and FIGS. 21B and 21C are sectional views thereof. (a-1), (a-2), (a-3) and (a-4) are perspective views of the slide stopper 4-P. (a-1) (a-2) for one set, (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)
Is a slide stopper 4-P of the lower slide member 4-b.

22 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 22 (b) and (c) are sectional views thereof. (a-1), (a-2), (a-3) and (a-4) are perspective views of the slide stopper 4-P. (a-1) (a-2) for one set, (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)
Is a slide stopper 4-P of the lower slide member 4-b.

FIG. 22A is a perspective view of a seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof. (a-1) and (a-2) are slide stoppers 4
It is a perspective view of -P. 23 and 24 show an embodiment of a reinforcement pullout prevention device and a sliding bearing.

23 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 23 (b) and (c) are sectional views thereof.

FIG. 23A is a perspective view of a seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof.

FIG. 23A is a perspective view of a seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof.

24 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 24 (b) and (c) are sectional views thereof. (a-1) is a perspective view showing a configuration of an engaging member connecting member 27. FIG. 25 shows a new pull-out prevention device.
3 shows an embodiment of a sliding bearing.

FIG. 25 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 25 (b) and (c) are sectional views thereof. 26 to 27-5 show an embodiment of the improvement of the pull-out prevention device and the slide bearing.

26A is a perspective view of a seismic isolation / sliding bearing, and FIGS. 26B and 26C are sectional views thereof.

FIG. 26A is a perspective view of a seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof.

FIG. 26A is a perspective view of a seismic isolation and sliding bearing, and FIGS.
Is a sectional view thereof.

FIG. 26A is a perspective view of a seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof.

FIG. 26A is a perspective view of the seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof.

FIG. 26A is a perspective view of the seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof.

FIG. 26A is a perspective view of the seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof.

27 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 27 (b) and (c) are sectional views thereof.

FIG. 27A is a perspective view of a seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof.

FIG. 27A is a perspective view of a seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof.

FIG. 27A is a perspective view of a seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof.

FIG. 27A is a perspective view of a seismic isolation and sliding bearing, and FIGS.
Is a sectional view thereof. 28 to 28-3 show an embodiment of the new pull-out prevention device and the sliding bearing.

FIG. 28 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 28 (b) and (c) are sectional views thereof.

FIG. 28A is a perspective view of a seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof.

FIG. 28A is a perspective view of a seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof. 28-4 to 28-6 and FIG. 28-8 show an embodiment of the gravity restoring type anti-pulling device / sliding bearing.

FIG. 28A is a perspective view of a seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof.

Fig. 28-5 (a) is a perspective view of the seismic isolation / sliding bearing, (b) (c)
Is a sectional view thereof.

FIG. 28A is a perspective view of a seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof.

FIGS. 28A and 28B are cross-sectional views of seismic isolation / sliding bearings. FIG. 28-7 shows an embodiment of the new pull-out prevention device and the slide bearing.

28 (a) and (b) are cross-sectional views of a seismic isolation / sliding bearing. 28-9 to 28-10 show an embodiment of a new pull-out prevention device with a spring and a sliding bearing. FIGS. 29 to 29-2 show an embodiment of the gravity restoring type pull-out prevention device / sliding bearing.

29 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 29 (b) and (c) are sectional views thereof.

FIG. 29A is a perspective view of a seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof. 30 to 31 show an embodiment of an apparatus for absorbing a vertical displacement at the time of gravity recovery type seismic isolation / slip bearing amplitude.

FIG. 30 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 30 (b) and (c) are sectional views thereof.

FIG. 31 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 31 (b) and (c) are sectional views thereof. FIGS. 32 to 33 show an embodiment on the improvement of the damper function of the sliding type seismic isolation / sliding bearing and the initial sliding movement.

32 (a) is a perspective view of a seismic isolation plate, and FIG. 32 (b) is a sectional view thereof.

FIG. 33 (a) is a perspective view of a seismic isolation plate, and FIG. 33 (b) is a sectional view thereof. 34 to 42 show an embodiment of a double (or more) seismic isolation plate seismic isolation and sliding bearing.

34 (a), (e) and (g) are perspective views of seismic isolation and sliding bearings, and (b)
(f) (h) is a sectional view thereof. (A) (e) is (b) (f)
The upper seismic isolation plate 3
-a (also the middle seismic isolation plate 3-m) is lifted up and shown. In the festival, the upper seismic isolation plate 3-a (also the middle seismic isolation plate 3-m) and the lower seismic isolation plate 3-b are shown. Is in contact with FIGS. 34 (a) to (d)
In the case of double seismic isolation plates (upper seismic isolation plate 3-a, lower seismic isolation plate 3-b), (c) and (d) are comparison diagrams of the size with the seismic isolation restoration device in Patent No. 1844024. FIG. 34 (c) shows the case of the seismic isolation device according to Patent No. 1844024, and FIG. 34 (d) shows the case of the double seismic isolation plate.
(e) to (f) 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. 34 (g) ~
(h) is a double (or more) seismic isolation plate with a seal or dust-proof cover.

FIG. 35 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 35 (b) and (c) are sectional views thereof.

FIG. 35A is a perspective view of a seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof.

35 (a) is a perspective view of a seismic isolation / sliding bearing, (b) (c)
Is a sectional view thereof.

35 (a) is a perspective view of a base-isolated / sliding bearing, (b) (c)
Is a sectional view thereof.

FIG. 35A is a perspective view of the seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof.

36 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 36 (b) and (c) are sectional views thereof.

36 (a) is a perspective view of a base-isolated / sliding bearing, (b) (c)
Is a sectional view thereof.

36 (a) is a perspective view of a base-isolated / sliding bearing, (b) (c)
Is a sectional view thereof.

37 (a) is a perspective view of a seismic isolation / sliding bearing, (b) and (c) are cross-sectional views, (d) is a detailed perspective view, and (e) and (f) are cross-sectional views at the time of an earthquake amplitude. It is.

FIG. 37A is a perspective view of a seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof.

FIG. 37A is a perspective view of the seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof.

FIG. 37A is a perspective view of a seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof.

FIG. 37A is a perspective view of the seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof.

FIG. 37A is a perspective view of the seismic isolation / sliding bearing, and FIGS.
Is a sectional view thereof.

FIG. 37A is a perspective view of the seismic isolation and sliding bearing, and FIGS.
Is a sectional view thereof.

Fig. 37-8: (a) is a perspective view of the seismic isolation / sliding bearing, (b) (c)
Is a sectional view thereof.

Fig. 37-9 (a) is a perspective view of the seismic isolation / sliding bearing, (b) (c)
Is a sectional view thereof.

FIG. 37A is a perspective view of a seismic isolation / slide bearing, and FIG.
(c) is a sectional view thereof.

37 (a) is a perspective view of a seismic isolation / sliding bearing, and (b)
(c) is a sectional view thereof.

38 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 38 (b) and (c) are sectional views thereof.

Fig. 39 (a) is a perspective view of a seismic isolation / sliding bearing, (b) and (c) are cross-sectional views, (d) is a detailed perspective view, and (e) and (f) are cross-sectional views at the time of earthquake amplitude. It is.

FIG. 40 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 40 (b) and 40 (c) are sectional views thereof.

41 (a) is a perspective view of a base-isolated / sliding bearing, (b) and (c) are cross-sectional views thereof, (d) is a detailed perspective view, and (e) and (f) are cross-sectional views at the time of an earthquake amplitude. (G) is a plan view in the case where ball bearings 5-e and 5-f are provided on the upper portion 6-u and the lower portion 6-l of the sliding portion.

42 (a) is a perspective view of a base-isolated / sliding bearing, (b) and (c) are cross-sectional views, (d) is a detailed perspective view, and (e) and (f) are cross-sectional views at the time of an earthquake amplitude. It is. 43 to 45 show an embodiment of the improvement of the sliding portion of the gravity restoring seismic isolation / sliding bearing.

43 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 43 (b) and (c) are sectional views thereof.

FIG. 44 (a) is a perspective view of a seismic isolation / sliding bearing, and FIGS. 44 (b) and (c) are sectional views thereof.

45 (a) is a perspective view of a seismic isolation / sliding bearing, (b) and (c) are sectional views thereof, (d) is a detailed perspective view thereof, and (e) and (f) are sectional views at the time of an earthquake amplitude. FIG. FIG. 46 shows an embodiment of a seismic isolation restoration device of a sliding portion vertical displacement absorbing type.

46 (a) is a perspective view of a seismic isolation / sliding bearing, (b) and (c) are sectional views thereof, and (d) is a detailed sectional view thereof. 47 to 48 show an embodiment of the new gravity restoring seismic isolation device.

FIG. 47 is a cross-sectional view of the seismic isolation device.

FIG. 47-2 is a sectional view of the seismic isolation device.

FIG. 48 is a sectional view of the seismic isolation device. 49 to 57 show an embodiment of the vertical seismic isolation device.

49 (a) is a perspective view of the seismic isolation device, (b) and (c) are cross-sectional views thereof, and (d) is a detailed cross-sectional view thereof.

50 (a) is a perspective view of the seismic isolation device, (b) and (c) are sectional views thereof, and (d) is a detailed sectional view thereof.

51A is a perspective view of a seismic isolation device, and FIGS. 51B and 51C are sectional views thereof.

FIG. 52 (a) is a perspective view of a seismic isolation device, and FIGS. 52 (b) and (c) are sectional views thereof. (a-1) (a-2) (a-3) (a-4)
It is a perspective view of -P. (a-1) (a-2) one set, (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)
Is a slide stopper 4-P of the lower slide member 4-b.

FIG. 53 is a configuration diagram of a building equipped with a seismic isolation device.

54A is a configuration diagram of a building equipped with a seismic isolation device, and FIG. 54B is a cross-sectional view of the vertical seismic isolation device.

FIG. 55 (a) is a perspective view of a seismic isolation device, and FIG. 55 (b) is a sectional view thereof.

FIG. 56 (a) is a perspective view of a seismic isolation device, and FIG. 56 (b) is a cross-sectional view thereof.

FIG. 57 (a) is a perspective view of a seismic isolation device, and FIG. 57 (b) is a sectional view thereof. 58 to 89-8 show an embodiment of the fixing pin device.

FIG. 58 is a sectional view of the seismic isolation device.

FIG. 59 is a sectional view of the seismic isolation device.

FIG. 60 (a) is a sectional view of the seismic isolation device, and FIG. 60 (b) is a plan view of a lock (clasp, etc.) 11 of a fixing pin.

FIG. 61 (a) is a sectional view of a seismic isolation device, and FIG. 61 (b) is a plan view of a lock (clasp, etc.) 11 of a fixing pin.

FIG. 62 (a) is a cross-sectional view of the seismic isolation device, and FIG. 62 (b) is a plan view of a lock (clasp, etc.) 11 of a fixing pin.

FIG. 63 is a sectional view of the seismic isolation device.

FIG. 64 is a sectional view of the seismic isolation device.

FIG. 65 (a) is a sectional view of a seismic isolation device, and FIG. 65 (b) is a plan view of a lock (a clasp or the like) 11 of a fixing pin.

FIG. 66 is a perspective view of the seismic isolation device.

FIG. 67 (a) is a sectional view of the seismic isolation device, and FIG. 67 (b) is a plan view of a lock (clasp, etc.) 11 of a fixing pin.

FIG. 68 (a) is a cross-sectional view of the seismic isolation device, and FIG. 68 (b) is a plan view of a lock (clasp, etc.) 11 of a fixing pin.

FIG. 69 (a) is a cross-sectional view of the seismic isolation device, and FIG. 69 (b) is a plan view of a lock (clasp, etc.) 11 of a fixing pin.

70A is a plan view of the seismic isolation device, and FIG. 70B is a cross-sectional view thereof.

FIG. 71 (a) is a plan view of a seismic isolation device, and FIG. 71 (b) is a cross-sectional view thereof.

FIG. 72 (a) is a plan view of a seismic isolation device, and FIG. 72 (b) is a cross-sectional view thereof.

73A is a plan view of the seismic isolation device, and FIG. 73B is a cross-sectional view thereof.

74A is a plan view of the seismic isolation device, and FIG. 74B is a cross-sectional view thereof.

75A is a plan view of the seismic isolation device, and FIG. 75B is a cross-sectional view thereof.

76A is a plan view of the seismic isolation device, and FIG. 76B is a cross-sectional view thereof.

77A is a plan view of the seismic isolation device, and FIG. 77B is a cross-sectional view thereof.

FIG. 78 (a) is a plan view of a seismic isolation device, and FIG. 78 (b) is a cross-sectional view thereof.

FIG. 79 is a sectional view of the seismic isolation device.

FIG. 80 is a cross-sectional view of the seismic isolation device.

FIG. 81 is a cross-sectional view of the seismic isolation device.

FIG. 82 is a cross-sectional view of the seismic isolation device.

FIG. 82-2 is a sectional view of the seismic isolation device.

FIG. 83 is a sectional view of the seismic isolation device.

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

FIG. 85 is a cross-sectional view of the seismic isolation device.

FIG. 86 (a) is a plan view of a seismic isolation device, and FIG. 86 (b) is a cross-sectional view thereof.

87 (a), (b), (c), (d), (e), and (f) are installation layouts of the seismic isolation device.

FIGS. 88 (a) to (u) are cross-sectional views of the seismic isolation device.

89A is a perspective view of the seismic isolation device, and FIG. 89B is a cross-sectional view thereof.

89A is a perspective view of the seismic isolation device, and FIG. 89B is a cross-sectional view thereof.

89A is a perspective view of the seismic isolation device, and FIG. 89B is a cross-sectional view thereof.

89A is a perspective view of the seismic isolation device, and FIG. 89B is a cross-sectional view thereof.

89A is a perspective view of the seismic isolation device, and FIG. 89B is a cross-sectional view thereof.

89A is a perspective view of the seismic isolation device, and FIG. 89B is a cross-sectional view thereof.

89A is a perspective view of the seismic isolation device, and FIG. 89B is a cross-sectional view thereof.

89A is a perspective view of the seismic isolation device, and FIG. 89B is a cross-sectional view thereof. FIGS. 90 to 92-2 show an example of rationalization concerning the installation of the seismic isolation device and the construction of the foundation portion, and the arrangement of the seismic isolation device for the detached house.

FIG. 90 (a) is a perspective view of a seismic isolation device, and FIGS. 90 (b) and (c) are cross-sectional views thereof.

FIG. 91 (a) is a perspective view of a seismic isolation device, and (b) and (c) are sectional views thereof.

9A is a perspective view of a seismic isolation device, and FIGS. 9B and 9C are cross-sectional views thereof.

9A is a perspective view of a seismic isolation device, and FIGS. 9B and 9C are cross-sectional views thereof. FIG. 93 shows an embodiment of the edging type vertical displacement absorbing gravity restoring type seismic isolation and sliding bearing.

93 (b) and (c) are cross-sectional views of the seismic isolation / sliding bearing,
(a) is a plan view of them. FIG. 94 shows an embodiment of the new laminated rubber spring.

FIG. 94 (a) is a perspective view of a seismic isolation device, and FIG. 94 (b) is a sectional view thereof. FIGS. 95 to 98 show an embodiment of a triple (or more) seismic isolation plate seismic isolation and sliding bearing with pull-out prevention.

Fig. 95 (a) is a perspective view of the seismic isolation device, and (b) and (c) are elevation views thereof. (b) and (c) are elevation views in a direction orthogonal to each other. (d), (e) and (f) are sectional views.

FIG. 96 (a) is a perspective view of a seismic isolation device, and FIGS. 96 (b) and (c) are cross-sectional views thereof.

97 (a) is a perspective view of a seismic isolation device, and FIGS. 97 (b) and (c) are sectional views thereof.

98 (a) and (b) are cross-sectional views of the seismic isolation device. Fig. 99
Shows an embodiment of a restoring spring seismic isolation device.

Fig. 99 (a) and (b) are cross-sectional views of the seismic isolation device.

[Explanation of symbols]

A: supported structure or seismically isolated structure; B: supported structure or seismically isolated structure A supporting structure A; C: restoring device (gravity restoration type seismic isolation / sliding bearing; (Including laminated rubber type and spring type), D: seismic isolation / sliding bearing, E: detachment prevention device, F: pull-out prevention device / sliding bearing, G: fixed pin device, Gd: fixed pin sensitive to earthquake sensitivity Equipment, G-s
... Fixed pin device insensitive to earthquake sensitivity, G-wd ... Fixed pin device sensitive to wind sensor sensitivity, G-ws ... Fixed pin device insensitive to wind sensor sensitivity, G-m ... Relay fixed pin device, G- m1: Relay intermediate fixed pin device (first relay), G-m2: Relay intermediate fixed pin device (relay second), G-mn: Relay intermediate fixed pin device (relay n), G-e: Relay terminal fixed Pin, H ... horizontal seismic isolation device,
I: Vertical seismic isolation device, J: Earthquake sensor amplitude device 1 ... Beams, floor slabs, slabs, and columns of supported and seismically isolated structures 1-s: Slabs of supported and seismically isolated structures
2 ... Supported structure or base member of structure supporting structure A to be seismically isolated 1 ... Beam, floor slab, slab or column of structure supported and seismically isolated, 1-s ... a slab of a supported and seismically isolated structure, 2 ... a supported structure or a member or a base part of a structure supporting the seismically isolated structure A, 3 ... a seismic isolation plate, 3-a ... upper part Seismic isolation plate, 3-b: Lower seismic isolation plate, 3-m: Intermediate seismic isolation plate, 3-m1: Intermediate seismic isolation plate (Part 1), 3-m2: Intermediate seismic isolation plate (Part 2), 3- m3 ... middle seismic isolation plate (part 3), 3-m4 ... middle seismic isolation plate (part 4), 3-m
5… Intermediate seismic isolation plate (No.5), 3-m6… Intermediate seismic isolation plate (No.6), 3-t… Separation line of sliding part with different friction coefficient of seismic isolation plate (actually no line, etc.) 3- s: slide member for connecting the seismic isolation plates to each other 3-c: seal around the side surface of the seismic isolation plate or dust-proof cover 4-: slide member, 4-i: inner slide member, 4-o: outer slide member, 4 -P: slide stopper, 4-v: slide hole directly above, 4-a: upper slide member, 4-as: seismic isolation plate of upper slide member, 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 upper slide member, 4-bu ... upper member of lower slide member, 4-bu1 ... upper member of lower slide member, 4-bu2 ... upper member of lower slide member, 4-m ... middle part Slide member 4-mm: Intermediate member of intermediate slide member 4-av: Slide hole just above upper slide member, 4-bv
... Slide hole just above the lower slide member, 4-alv ... Slide hole just above the lower member of the upper slide member, 4-buv ... Slide hole just above the upper member of the lower slide member, 4-c ... Slide Member such as a member holding plate, 4-s: holding spring of a sliding member, 4-fs: holding plate spring of a sliding member, 5: bearing portion or sliding portion (referred to as a sliding portion) such as a roller or ball, 5-a: vertical 5-b… Vertical seismic isolation device and spring (including air spring) and rubber inserted into the cylinder of the sliding part 5-c… Vertical seismic isolation device and the cylinder of the sliding part The tip of the sliding part to be attached to the tip of the spring
5-d: Vertical seismic isolation device, male screw for holding the spring of the cylinder of the sliding part 5-e: Ball bearing 5-f: Roller bearing 5-er: Ball bearing circulation type rolling guide return hole / return ball train 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, 5-l… Lower sliding part, 6… Intermediate sliding part and roller Intermediate sliding portion with ball bearing (referred to as intermediate sliding portion), 6-u: Upper sliding portion, 6-l: Lower sliding portion, 6-a: First intermediate sliding portion, 6-b: Second intermediate sliding portion , 6-c: Third intermediate sliding portion, 7: Fixing pin 7-a: Insertion cylinder for piston 7-p (fixing pin mounting portion) 7-b: Thread cutting for mounting and removing the fixing pin 7-c: Fixing 7-d ... male thread 7-e ... pipe 7-f ... valve 7- h: Extruded portion 7-i: Spring for keeping valve 7-f always closed 7-j: Hole 7-k: Groove or depression into which first pin 7-l is inserted 7-l: First pin 7 -m: groove or recess into which the second pin 7-n is inserted 7-n: second pin 7-o ... spring (including air spring) or rubber 7-p ... piston 7-Q ... wind power sensor 7-r ... plate receiving wind pressure (wind pressure plate) 7-s ... fixed pin with broken pin, 7-t ... hydraulic pump linked with wind pressure plate 7-u ... hydraulic pump to operate fixed pin device 7-v ... insertion of fixed pin Part, 7-vm ... Insertion part of concave shape such as mortar shape of fixing pin, 7-w ... Tip of fixing pin 7-x ... Rotating mandrel 7-y ... Tail wing 8 ... Wire, rope or cable, 8-u ... Upper chord Lumber, 8
-l: Lower chord material, 8-r: Release 8-rf: Release fixing material 9: Spring, 9-c: Compressed spring (including air spring) or rubber 9-t: Tensioned spring (Including an air spring) and rubber 10 ... spring stopper (attached to a seismically isolated structure immediately below (in the reverse case, a structure supporting the seismically isolated structure)) 11 ... fixing pin Lock plate (clasp, etc.) 11-s: Fixing material that allows the lock plate 11 of the fixing pin to slide and restricts other than the sliding direction 11-v: Lock hole of the lock plate of the fixing pin 11-x: Lock of the fixing pin Rotating mandrel of plate 11 12: Suspension material of fixed pin, 12-f: Mounting part of suspension material, spring, etc. of fixed pin 13: Seismic sensor amplitude device (pendulum type) 14: Earthquake sensor amplitude device (seismic isolation plate type, Gravity restoration type) 15… Earthquake sensor amplitude equipment (Seismic isolation plate type, spring type) 15-s: Sensitivity adjustment screw of the earthquake sensor amplitude device 15 16: Cutting blade 17: Extrusion part of the earthquake sensor amplitude device, which is released by pushing the lock of the fixing pin (clasp, etc.) 18 ... Cushion material, cushioning material such as viscous material 19 ... pulley for wire, rope or cable 20 ... weight 21 ... automatic return device 22 ... automatic control device 23 ... electric wire, 23-c ... electric contact 24 ... slide for amplitude adjustment Apparatus 25: Spring (including air spring), rubber or laminated rubber, 2
5-a: restoring spring (including air spring) and rubber or laminated rubber; 25-b: detachment prevention spring (including air spring) and rubber or laminated rubber; 26: cushioning material; 27: engaging member connecting member;
7-p: Holding washer or plate for engaging member connecting member 28: Hard plate (laminated rubber), 29: Rubber or spring (including air spring) main body 30: Plastic soluble in organic solvent or plastic soluble in water 31 ... New Trump-shaped and mortar-shaped insertion part of gravity-restoring seismic isolation device 32 Slide device for absorbing vertical displacement of sliding part 33 Ground Ground 34- Trump-shaped and mortar-shaped insertion part of restoring spring 35 Sliding part of seismic isolation plate , Intermediate sliding parts, dents in ball bearings, rollers, etc. 36 ... interlocking pin 37 ... input interlocking part 38 ... output interlocking part 39 ... pin state fixation with bolts etc.

Claims (61)

[Claims] An upper surface having a concave concave sliding surface portion or a planar sliding surface portion provided between a structure isolated by a seismic isolation device and a structure supporting the isolated structure. The member and a lower member having an upward concave sliding surface portion or a flat-shaped sliding surface portion are engaged in a direction intersecting with each other, and are configured to be slidable, and the upper member is seismically isolated. A seismic isolation device and a sliding bearing, wherein the lower member is provided on a structure supporting the seismically isolated structure. 2. The seismic isolation device / sliding bearing according to claim 1, wherein the upper member has a downward concave sliding surface portion or a planar sliding surface portion and the lower member has an upward concave sliding surface portion or a planar sliding surface portion. A seismic isolation device / sliding bearing characterized by being provided with an intermediate sliding portion or an intermediate sliding portion having a roller / ball bearing in between. 3. The sliding member according to claim 1, wherein the upper member having the downwardly-facing concave-shaped sliding surface portion or the planar-shaped sliding surface portion has a sliding hole which is elongated right beside. The lower member having an upwardly-facing concave-shaped sliding surface portion or a planar-shaped sliding surface portion forms a slide member having a slide hole that is elongated right next to the slide member, and the slide member and the slide member are formed in a direction intersecting each other. And a structure in which the upper slide member is seismically isolated and the lower slide member is seismically isolated. A seismic isolation device characterized by being provided on a structure that supports
Sliding bearing. 4. The seismic isolation device / sliding bearing according to claim 1, wherein a lower concave sliding surface portion is provided below the upper member sandwiching the sliding hole of the upper sliding member, and the upper member sandwiches the sliding hole of the lower sliding member. The upper concave part has an upward concave sliding surface part on which the downward concave sliding surface part can slide, the lower part has a downward convex sliding surface part, and the upper part of the lower member sandwiching the sliding hole of the upper sliding member, An upward convex sliding surface portion that can slide on the downward convex sliding surface portion has a downward concave sliding surface portion at the lower portion, and the downward concave sliding surface portion can slide on an upper portion of the lower member sandwiching the sliding hole of the lower sliding member. It has an upward concave sliding surface portion, and these sliding members are configured to engage with both sliding holes in a direction crossing each other and to be slidable,
In addition, it is preferable that, of these slide members, an upper slide member is provided on a structure that is seismically isolated, and a lower slide member is provided on a structure that supports the seismically isolated structure. Characteristic seismic isolation device and sliding bearing. 5. An upper slide member and a lower portion which are provided between both a structure to be seismically isolated by the seismic isolation device and a structure for supporting the structure to be seismically isolated, and which have a slide hole which is elongated and opened right beside. The slide member, in a direction intersecting with each other, is configured to be engaged with both slide holes and to be slidable, and is configured by providing a cushioning material such as a spring or rubber on both sides of the engaged slide hole, And a seismic isolation device characterized in that the upper slide member is provided on a structure that is seismically isolated, and the lower slide member is provided on a structure that supports the seismically isolated structure.
Sliding bearing. 6. The method of claim 3, 4, 7, 8, 9,
Item 10, Item 11, Item 12, Item 12-2, Item 12-3, 1
2-4, 12-5, 12-6, 12-7, and 12-8. In the seismic isolation device / sliding bearing described in 12-8, a buffer such as a spring or rubber is provided on both sides of the engaged slide hole. A seismic isolation device / sliding bearing characterized by being constructed by providing materials. 6. A seismic isolation device and a sliding bearing according to the preceding claim, wherein springs or rubbers are provided on both sides of the engaged slide holes with spring constants which change in two stages, multiple stages, or steplessly. A seismic isolation device / sliding bearing characterized by being provided with: 7. An upper slide member and a lower portion which are provided between both a structure to be seismically isolated by the seismic isolation device and a structure for supporting the structure to be seismically isolated, and have a slide hole which is elongated and opened right beside. An upper slide member or a seismically isolated structure, and a lower slide member or an seismically isolated structure configured to be able to engage and slide the slide member with both slide holes in a direction crossing each other. A structure in which a laminated rubber, rubber or spring is provided between the structure and the structure supporting the upper slide member, and the structure supporting the lower slide member in this structure An anti-seismic device and a sliding bearing, characterized by being provided on a vehicle. 8. An upper slide provided between a structure to be seismically isolated by a seismic isolation device and a structure for supporting the structure to be seismically isolated, and having a slide hole that is elongated right above and immediately beside. The member and the lower slide member are configured to be engaged with slide holes on both sides in a direction intersecting with each other, to attach an engaging material penetrating the slide holes on both sides, and to be slidable, and A seismic isolation device / sliding bearing, wherein the upper slide member is provided on a structure to be isolated and the lower slide member is provided on a structure supporting the isolated structure. 9. The method of claim 3, 4, 5, 6, or 6-2.
Clause 7 and Clause 7, characterized in that the upper and lower slide members are each provided with a slide hole formed directly above and an engaging member penetrating the slide hole is attached. Bearing. 10. An upper slide member provided between both a structure to be seismically isolated by the seismic isolation device and a structure for supporting the structure to be seismically isolated, and having a slide hole elongated right above. A structure in which the lower slide member is engaged in a direction intersecting with each other, an engagement member penetrating through the slide holes directly above both is attached, and the upper slide member is seismically isolated. A seismic isolation device characterized by comprising a lower slide member provided on a structure supporting the seismically isolated structure.
Sliding bearing. 10. A sliding member which is provided between a structure to be seismically isolated by a seismic isolation device and a structure for supporting the structure to be seismically isolated, and has a wrapping relation.
The inner slide member is wrapped in the outer slide member with room to slide horizontally, and one of the inner slide member and the outer slide member is seismically isolated and the other is seismically isolated. A seismic isolation device and a sliding bearing, characterized by being provided on a structure that supports a structure that supports the same. And a plurality of sliding members provided between the structure to be seismically isolated by the seismic isolation device and the structure for supporting the structure to be seismically isolated, and having a plurality of enclosing relations. The innermost slide member is wrapped in the outer slide member with room to slide horizontally, and the second slide member is wrapped in the outer slide member with room to slide horizontally,
One of the innermost slide member and the outermost slide member is provided on a seismically isolated structure, and the other is provided on a structure supporting the seismically isolated structure. A seismic isolation device and a sliding bearing characterized by being constituted by: 10. A pair of upper and lower sliding members which are provided between a structure to be seismically isolated by a seismic isolation device and a structure for supporting the structure to be seismically isolated and enclose each other. In the sliding members connected to each other and wrapping each other up and down, the inner sliding member is wrapped in the outer sliding member with room for sliding horizontally, and the upper and lower two pairs of wrapping relations are included. Characterized in that an upper pair of the slide members is provided on a structure to be isolated and a lower pair is provided on a structure supporting the isolated structure. Seismic device and sliding bearing. 10. A sliding member, which is provided between a structure to be seismically isolated by a seismic isolation device and a structure for supporting the structure to be seismically isolated, and has a plurality of enclosing sliding members, There are two pairs of sliding members that are connected to each other and wrap each other up and down, with the innermost sliding member being wrapped in the outermost sliding member with room to slide horizontally. With the room for the sliding member to slide horizontally,
Enclosed in the other slide member, sequentially configured, and, the upper pair of the upper and lower two pairs of wrapping relation of the slide member, the seismically isolated structure, the lower pair, A seismic isolation device / sliding bearing characterized by being provided on a structure that supports the structure to be seismically isolated. Claim 10-6. Claim 10-2, Claim 10-3,
In the seismic isolation device / sliding bearing according to paragraphs 10-4 and 10-5, among the inner and outer sliding members in a wrapping relation, the outer sliding member has a concave sliding surface portion, and the inner sliding member is A seismic isolation device / sliding bearing characterized by being configured to be able to slide on a concave sliding surface portion. 10. The method according to claim 10, wherein
In the seismic isolation device / sliding bearing according to the paragraphs 10-4, 10-5, and 10-6, a coil spring, a leaf spring, and a helical leaf spring are provided between the inner slide member and the outer slide member. A seismic isolation device / sliding bearing characterized by being configured with a restoring force. 11. An upper slide member and a lower portion which are provided between both a structure to be seismically isolated by the seismic isolation device and a structure for supporting the structure to be seismically isolated, and which have a slide hole which is elongated right beside. The slide member is configured to engage with both slide holes in a direction crossing each other and to be slidable, and has a seismic isolation plate having a concave-shaped sliding surface portion on one of the upper slide member and the lower slide member. The other has a roller ball bearing or a sliding portion that can slide on the concave sliding surface portion of the seismic isolation plate, and the lower slide member is seismically isolated by the structure that is isolated from the upper slide member. A seismic isolation device / sliding bearing characterized by being provided on a structure supporting a structure. 12. An upper slide member and a lower portion which are provided between both a structure to be seismically isolated by the seismic isolation device and a structure for supporting the structure to be seismically isolated, and which have a slide hole which is elongated and opened right beside. The slide member is engaged with both slide holes in a direction intersecting with each other, and a member such as a plate that presses the other slide member with a spring or the like is attached to each of the slide holes that are elongated and opened right beside each other. And 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 device and sliding bearing. 12. An upper slide member provided between a structure isolated by a seismic isolation device and a structure supporting the structure to be seismically isolated, and having a slide hole that is elongated and opened right beside. And the lower slide member are configured to engage with both slide holes in a direction intersecting with each other and to be slidable, and an intermediate slide portion or a roller ball bearing is provided between the upper slide member and the lower slide member. It is constituted by providing an intermediate sliding part with
And a seismic isolation device and a sliding bearing, wherein the upper slide member is provided on a structure that is seismically isolated, and the lower slide member is provided on a structure that supports the seismically isolated structure. . 12. An upper slide member which is provided between both a structure to be seismically isolated by the seismic isolation device and a structure for supporting the structure to be seismically isolated, and which has a slide hole which is elongated and opened right beside. And the lower slide member are configured to be engaged with and slide in both slide holes in a direction intersecting with each other, and that a roller ball bearing is provided between the upper slide member and the lower slide member. A seismic isolation device characterized in that the upper slide member is provided on a structure that is seismically isolated, and the lower slide member is provided on a structure that supports the seismically isolated structure. Sliding bearing. 12. An upper slide member having a slide hole which is provided between a structure to be seismically isolated by a seismic isolation device and a structure for supporting the structure to be seismically isolated, and which is elongated and opened right beside. And the intermediate slide member, the intermediate slide member and the lower slide member are engaged with both slide holes in a direction crossing each other, and are slidable, and the upper slide member is seismically isolated. A seismic isolation device and a sliding bearing, characterized in that a lower slide member is provided on a structure supporting the seismically isolated structure on the structure to be formed. 12. An upper slide member which is provided between both a structure to be seismically isolated by the seismic isolation device and a structure for supporting the structure to be seismically isolated, and has a slide hole which is elongated and opened right beside. And the lower slide member is engaged with both slide holes in a direction intersecting with each other so as to be slidable, and one of a lower member constituting the upper slide member and an upper member constituting the lower slide member However, both are configured to slide horizontally while being restrained up and down with respect to the upper lower slide member, and the lower slide member is seismically isolated from the upper slide member. A seismic isolation device and a sliding bearing, characterized by being provided on a structure that supports a structure that supports the same. 12. The seismic isolation device and the sliding bearing according to the preceding claim, wherein the lower member constituting the upper slide member, the upper member constituting the lower slide member,
A seismic isolation device / slide bearing having a hole, wherein a ball bearing is provided in a hole where the upper and lower slide members intersect. 12. 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 are each divided into two members, each of which has two members. A seismic isolation device and a sliding bearing, wherein a ball bearing is provided in an intersecting hole of an upper and lower sliding member of a member divided into two parts. 12. An upper slide provided between a structure to be seismically isolated by a seismic isolation device and a structure to support the structure to be seismically isolated, and having a slide hole that is elongated and opened right beside. A member, an intermediate slide member, and a lower slide member. The upper slide member and the intermediate slide member are engaged with both slide holes in a direction intersecting the intermediate slide member and the lower slide member. The lower member constituting the upper slide member, the upper member constituting the lower slide member, or both, while being restrained vertically with respect to the upper lower slide member, And the lower slide member is provided on a structure supporting the seismically isolated structure, and the upper slide member is provided on a structure supporting the seismically isolated structure. A seismic isolation device / sliding bearing characterized by being constituted by: 13. A seismic isolator having a sliding surface portion having a concave portion or a flat surface portion and a seismic isolation device having a sliding portion that slides or rolls the same, wherein a center portion is formed at the sliding surface portion of the concave portion or the flat portion. A seismic isolation device / sliding bearing characterized by having a seismic isolation plate with a low friction coefficient and a high friction coefficient at the periphery. 14. A seismic isolation plate having a concave sliding surface portion and a seismic isolator / slide bearing having a sliding portion for sliding or rolling the same, wherein the curvature of the central portion is increased in the concave sliding surface portion and the peripheral portion is increased. A seismic isolation device / sliding bearing characterized by having a seismic isolation plate with reduced curvature. 15. 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, In addition, one or more intermediate seismic isolation plates with a sliding surface on both the upper and lower surfaces may be interposed between the upper and lower seismic isolation plates. Overlap with each other to form a seismic isolation and sliding bearing,
And a seismic isolation device and a sliding bearing, wherein the upper seismic isolation plate is supported on a structure to be seismically isolated and the lower seismic isolation plate is mounted on a structure supporting the structure. . 16. The seismic isolation device and the sliding bearing according to the preceding claim, wherein the size of the seismic isolation plate is divided by the maximum amplitude due to the earthquake (the maximum amplitude on the seismic isolation plate due to the earthquake) by the number of the seismic isolation plates. Consisting of a seismic isolation plate whose dimensions are combined with the dimensions that can transmit the load of the seismically isolated structure between the seismic isolation plates, and which have a margin Seismic isolation devices and sliding bearings. 17. The triple seismic isolation plate / sliding bearing using the upper seismic isolation plate, the intermediate seismic isolation plate, and the lower seismic isolation plate according to claim 15, and the upper seismic isolation plate and the intermediate seismic isolation plate. The upper seismic isolation plate, the middle seismic isolation plate, and the lower part are connected by a sliding member between the opposite sides that are parallel to each other, and the intermediate seismic isolation plate and the lower seismic isolation plate are connected by a sliding member between the parallel opposite sides. The seismic isolation plate is connected to each other, and the upper seismic isolation plate is supported and attached to the structure to be seismically isolated, and the lower seismic isolation plate is attached to the structure supporting the structure. Seismic isolation devices and sliding bearings. 18. The seismic isolation device / sliding bearing according to the preceding claim, wherein there are a plurality of intermediate seismic isolation plates, and the intermediate seismic isolation plates are connected to each other by a sliding member between opposite sides parallel to each other and sequentially connected. A seismic isolation device / sliding bearing characterized by being constructed by sliding. 18. The method of claim 15, 16, 17,
20. The seismic isolation device / sliding bearing according to claim 18, wherein a roller bearing or a ball bearing is sandwiched between the seismic isolation plates. 19. A seismic isolation plate having a downwardly-facing flat or concave curved surface at the upper part and an upwardly-facing flat or concavely-separated seismic isolation plate at the lower portion. Intermediate sliding parts and roller ball bearings with sliding parts and roller ball bearings are sandwiched, and roller and ball bearings are sandwiched between the upper seismic isolation plate, lower seismic isolating plate and intermediate sliding part, and A seismic isolation device / sliding bearing, wherein the seismic isolation plate is mounted on a structure that is supported and seismically isolated, and the lower seismic isolation plate is mounted on a structure that supports the structure. 20. A seismic isolation plate having an upper downward concave spherical surface or a cylindrical sliding surface, and a convex sliding portion having the same curvature as the seismic isolation plate.
It has an intermediate sliding part or an intermediate sliding part with roller and ball bearings, in which a seismic isolation plate having a downward upward concave spherical surface or cylindrical sliding surface and a convex sliding part having the same curvature are combined. Is sandwiched between the seismic isolation plate having the upper downward concave sliding surface portion and the seismic isolation plate having the lower upward concave sliding surface portion, and between the upper seismic isolation plate, the lower seismic isolation plate, and the intermediate sliding portion. A roller / ball bearing is sandwiched between the base and the seismic isolation plate having an upper downward concave sliding surface supports the seismic isolation structure having a lower upward concave sliding surface. A seismic isolation device and a sliding bearing, characterized in that they are constructed by being provided on a structure that does. 20. A seismic isolation plate having an upper downward flat surface, a concave spherical or mortar-shaped sliding surface, a seismic isolation plate having a lower upward flat surface, a concave spherical or mortar-shaped sliding surface, In the case of a mortar-shaped seismic isolation plate with a ball bearing sandwiched between shaking plates, the bottom of the mortar is formed into a spherical shape with the curvature of the ball bearing, and the mortar is formed in contact with it. The seismic isolation plate having a sliding surface portion is provided on a structure to be seismically isolated, and the seismic isolation plate having a downwardly concave concave sliding surface portion is provided on a structure supporting the structure to be seismically isolated. Sliding bearing. 20-3. A seismic isolation plate having an upper downward concave cylindrical valley surface or a V-shaped valley surface and a lower surface having an upward concave concave cylindrical valley surface or a V-shaped valley surface. In the case of a V-shaped valley-shaped seismic isolation plate that has a shaker plate and rollers sandwiched between these plates, the bottom of the V-shaped valley surface has the shape of the curvature of the roller, and the V-shaped valley surface Is formed in contact with it,
The seismic isolation plate having the upper downward concave sliding surface portion is provided on the structure to be seismically isolated, and the seismic isolation plate having the lower upward concave sliding surface portion is provided on the structure supporting the seismically isolated structure. Seismic isolation device and sliding bearing. 21. The seismic isolation device / sliding bearing according to claim 20, wherein the intermediate sliding portion is divided into a first intermediate sliding portion and a second intermediate sliding portion, and one of the concave upper and lower seismic isolation plates is provided. It has a convex shape with the same spherical ratio as the concave shape, and the opposite part of the convex shape has a first intermediate sliding portion having a shape with a convex spherical surface and a concave shape with the same spherical ratio as the convex spherical surface at the opposite portion. And the opposite portion of the concave shape has a second intermediate slide portion having a convex spherical surface having the same spherical ratio as the other concave shape of the upper and lower concave seismic isolation plates. The seismic isolation device / sliding bearing, wherein the part and the second intermediate sliding part are constituted by being sandwiched between upper and lower concave seismic isolation plates. 22. The seismic isolation device / sliding bearing according to claim 20, wherein the intermediate sliding portion is divided into a first intermediate sliding portion, a second intermediate sliding portion, and a third intermediate sliding portion, and the upper and lower concave portions are formed. It has a convex shape with the same spherical ratio as one concave shape of the seismic isolation plate, and the opposite portion of the convex shape has a first intermediate sliding portion having a concave spherical surface and the same spherical ratio as the concave spherical surface at the opposite portion. The second intermediate sliding portion has a convex spherical surface and the opposite portion has a convex spherical surface, and the concave portion has the same sphere ratio as the convex spherical surface of the opposite portion, and has the opposite side. The portion has a third intermediate sliding portion having a convex spherical surface having the same spherical ratio as the other concave shape of the upper and lower concave seismic isolation plates, and the first intermediate sliding portion and the second intermediate sliding portion. And the third intermediate sliding part is characterized by being sandwiched between upper and lower concave seismic isolation plates. Seismic isolation device and sliding bearing. 23. The seismic isolation device / sliding bearing according to claim 20, wherein the intermediate sliding portion is divided into a first intermediate sliding portion, a second intermediate sliding portion, and a third intermediate sliding portion, and the upper and lower concave portions are formed. A first intermediate sliding part having a convex spherical surface with the same spherical ratio as one concave surface of the seismic isolation plate and having a convex spherical surface at the opposite part, and the same spherical surface as the convex spherical surface at the opposite part. A concave portion having a concave portion, and the opposite portion of the concave portion has a second intermediate sliding portion having a concave spherical surface, and a convex portion having the same spherical ratio as the concave spherical surface of the opposite portion, and having the opposite convex portion. The portion has a third intermediate sliding portion having a convex spherical surface having the same spherical ratio as the other concave shape of the upper and lower concave seismic isolation plates, and the first intermediate sliding portion and the second intermediate sliding portion. And the third intermediate sliding part is characterized by being sandwiched between upper and lower concave seismic isolation plates. Seismic isolation device and sliding bearing. 23. The seismic isolation device / sliding bearing according to claim 19, wherein the intermediate sliding portion or the intermediate sliding portion or the cage having rollers and ball bearings, the upper seismic isolation plate, and the lower seismic isolation plate. The upper seismic isolation plate is connected to a supported and seismically isolated structure, and the lower seismic isolation plate is attached to a structure supporting the structure. Seismic isolation device and sliding bearing. 24. The method of claim 15, 16, 17, 18,
In the seismic isolation device / sliding bearing described in paragraph 23-2, a roller or ball bearing shall be inserted between each layer overlapping the upper seismic isolation plate, one or more intermediate seismic isolation plates, and the lower seismic isolation plate. Characteristic seismic isolation device and sliding bearing. 24-2. The method according to claim 15, 16 or 17,
18. In the seismic isolation device / sliding bearing described in paragraphs 18, 19, 23-2, and 24, a dust-proof cover or a seal that allows a small or medium-sized earthquake to oscillate around the sides of the double (or more) seismic isolation plate. A seismic isolation device / sliding bearing, characterized in that it is constructed by sealing with. 25. A seismic isolation plate having a concave sliding surface portion, having a convex shape having the same spherical ratio as the concave shape of the seismic isolation plate,
The opposite part of the convex shape has an intermediate sliding portion having a concave spherical surface, an intermediate sliding portion or a retainer having a roller ball bearing, and a convex portion having the same spherical ratio as the concave spherical surface of the intermediate sliding portion. A sliding part having a mold, wherein the intermediate sliding part is sandwiched between the concave seismic isolation plate and the sliding part,
It is characterized in that one of the concave seismic isolation plate and the sliding part is provided on a structure to be isolated and the other is provided on a structure supporting the isolated structure. Seismic isolation device and sliding bearing. 26. A seismic isolation plate having a concave spherical sliding surface portion, a convex spherical sliding surface portion having the same sphericity as the concave spherical sliding surface portion of the seismic isolation plate, and opposite to the convex spherical sliding surface portion. The part is a second intermediate sliding part with a concave spherical sliding surface part or a second intermediate sliding part with a roller ball bearing,
It has a convex spherical sliding surface having the same sphericity as the concave spherical sliding surface at the opposite end, and a first intermediate sliding portion or a roller ball bearing having a concave spherical sliding surface at the opposite end of the convex spherical sliding surface. It has a first intermediate sliding part with
The first intermediate sliding portion has a sliding portion having a concave spherical sliding surface portion having the same sphericity as the concave spherical sliding surface portion, and the first intermediate sliding portion and the second intermediate sliding portion are separated from the base isolation plate and the sliding portion. It is characterized in that it is constructed by placing one of the seismic isolation plate and the sliding part on the structure to be isolated and the other on the structure supporting this isolated structure Seismic isolation device and sliding bearing. 27. A seismic isolation plate having a concave spherical sliding surface portion, a convex spherical sliding surface portion having the same sphericity as the concave spherical sliding surface portion of the seismic isolation plate, and opposite to the convex spherical sliding surface portion. The part is a second intermediate sliding part with a convex spherical sliding surface part or a second intermediate sliding part with a roller ball bearing,
It has a concave spherical sliding surface having the same sphericity as the opposite convex spherical sliding surface, and the opposite part of the concave spherical sliding surface is a first intermediate sliding portion or a roller ball bearing having a convex spherical sliding surface. It has a first intermediate sliding part with
The first intermediate sliding portion has a sliding portion having a concave spherical sliding surface portion having the same spherical ratio as the convex spherical sliding surface portion, and the first intermediate sliding portion and the second intermediate sliding portion slide with the seismic isolation plate. The seismic isolation plate and the sliding part are constructed by providing one of the seismic isolation plate and the sliding part on the seismic isolated structure and the other on the structure supporting the seismically isolated structure. Seismic isolation device and sliding bearing. 28. A seismic isolation plate having a concave sliding surface portion and a sliding portion capable of sliding on the concave sliding surface portion of the seismic isolation plate, wherein a spring is inserted into a cylinder into which the sliding portion is inserted, and And one of the seismic isolation plate and the cylinder into which the sliding part is inserted is supported by a structure to be seismically isolated and the other is supported by the structure to be seismically isolated. A seismic isolation device and a sliding bearing, characterized in that they are constructed by being provided on a structure that does. 29. A seismic isolation plate having a concave sliding surface portion and a roller ball bearing or a sliding portion capable of sliding on the concave sliding surface portion of the seismic isolation plate, and the seismic isolation plate and a roller ball bearing or a sliding member. One of the parts
It shall be constructed by sliding vertically to the structure to be seismically isolated, connecting it horizontally by a constrained sliding device, and providing the other to the structure supporting the structure to be seismically isolated. Seismic isolation devices and sliding bearings. 30. A weight suspended from a seismically isolated structure by a suspending material or the like, and suspended and installed under a structure supporting the same or a hole in a foundation. A seismic isolation restoration device characterized in that: 31. The seismic isolation device according to the preceding claim, wherein a spring (including an air spring), rubber, or the like is added between the weight and a structure or a foundation that supports the structure to be seismically isolated. Seismic isolation restoration device. 31-2. The seismic isolation device according to claim 30 or 31, wherein a weight suspended by a suspending material or the like on the structure to be seismically isolated, a suspending material, or an extension of these. A seismic isolation device characterized by being provided with a locking function of a fixed pin device. 32. A seismic isolation plate having a concave-shaped sliding surface portion or a planar-shaped sliding surface portion, a sliding portion capable of sliding on the sliding surface portion of the seismic isolation plate, and a spring inserted into a cylinder into which the sliding portion is inserted. And a structure in which one of the seismic isolation plate and the cylinder into which the sliding part is inserted is formed into a structure to be seismically isolated, and the other is formed into a structure in which a sliding part protrudes from the lower part. A seismic isolation device / sliding bearing characterized by being provided on a structure supporting a body. 33. An upper slide member and a lower slide member which are configured to be engaged and slidable in a direction crossing each other, and between the upper slide member and the seismically isolated structure, and a lower slide. A vertically elastic spring (including an air spring) or rubber is installed on one or both of the member and the structure supporting the seismically isolated structure,
And, the upper slide member is converted into a seismically isolated structure,
A seismic isolation device / slide bearing, wherein the lower slide member is provided on a structure supporting the seismically isolated structure. 34. A horizontal seismic isolation device / sliding bearing at the base of a structure to be seismically isolated, and a vertical seismic isolation device according to the number of floor units or floor units of the seismically isolated structure. A seismic isolation device characterized by being equipped with: 35. A tensile member is stretched in three or more directions to support a supporting member such as a column, a beam or a foundation of a structure to be seismically isolated, and the other end is supported by a compressing member or the like of the supporting structure or the foundation. A seismic isolation device characterized by being supported by each of the apexes of a triangle or more and having a spring or the like provided in the middle of the tension member. 36. A pin that breaks or breaks due to a certain level of seismic force releases the structure that is seismically isolated by the seismic force during an earthquake and the structure that supports the seismically isolated structure. And the pin is provided so as to connect the structure to be isolated and a structure supporting the structure to be isolated. Pin device. 37. Two or more fixed pin devices including a pin having a structure that can be broken or cut by a certain seismic force or more according to the preceding claim, wherein wires or ropes are mutually connected at the upper end or the lower end of these fixed pins. Also, if the other fixed pin is broken or cut by seismic force during an earthquake, the other fixed pin is also linked with a wire, rope, cable, etc. A locking pin which is unlocked to release the fixing between the seismically isolated structure and the structure supporting the seismically isolated structure. 38. Two or more fixed pin devices for fixing a structure to be seismically isolated and a structure supporting the structure to be seismically isolated to prevent wind sway, etc., so as to be slidable. The plates are connected to each other by a wire or a release, etc., and at the end of each plate, there is a member for locking the fixing pin so that it does not operate. By extruding or pulling back, by the connection of the wire or the release, at the same time, the locking member at the end of each plate is connected to the respective fixed pin device (the seismically isolated structure and the A fixing pin device, which is constituted by releasing fixing (with a structure supporting a structure to be shaken). 39. Two or more fixing pin devices for fixing a structure to be seismically isolated and a structure supporting the structure to be seismically isolated to prevent wind sway, etc., so as to be slidable. On each end of an unbranched plate, a three or four or more split plate,
In the event of an earthquake, the oscillating device pushes or retracts the plate so that the locking member at each end simultaneously has a respective locking member for locking the locking pin against actuation. A fixed pin device, which is constituted by releasing fixing of a fixed pin device (a seismically isolated structure and a structure supporting the seismically isolated structure). 40. Two or more fixed pin devices that fix a structure to be seismically isolated and a structure that supports the structure to be seismically isolated to prevent wind sway, etc., and can rotate at the center thereof. On the individual ends of unbranched plates, trifurcated, quadruplicated or even more divided plates,
In the event of an earthquake, the device that locks the fixing pin in such a way that it does not operate, and the device that oscillates pushes or pulls back in the direction of rotation of the plate, thereby simultaneously locking the locking member at each end. A fixing pin device which is constituted by releasing the fixing of each of the fixing pin devices (the seismically isolated structure and the structure supporting the seismically isolated structure). 41. One or a plurality of fixing pin devices for fixing a structure to be seismically isolated and a structure for supporting the structure to be seismically isolated to prevent wind sway, etc. A fixed pin device characterized in that a lock function for preventing itself from being activated is simultaneously released by an electric signal from a seismic sensor during an earthquake. 42. A fixed pin 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 a member whose amplitude is set free during an earthquake. Also, due to the linked members, this fixing pin
When the amplitude of the member whose amplitude is released is increased and becomes greater than a certain value, the locking pin is unlocked, and the structure to be seismically isolated and the seismic isolation A fixing pin device characterized by being configured to release fixing with a structure supporting a structure to be formed. 43. The fixing pin device according to the preceding claim, wherein a member having a blade with a member whose amplitude is made free by the seismic isolation plate or the pendulum has a hanging member of the fixing pin, and a sliding portion. When the amplitude of the fixed pin exceeds a certain level, the blade hits the hanging material and cuts the hanging material, and the fixed pin comes off the insertion part of the fixed pin by the spring etc. provided on the fixed pin. A fixed pin device, which is constituted by releasing fixing between a structure to be shaken and a structure supporting the structure to be seismically isolated. 44. The fixing pin device according to claim 42, wherein an automatic return device for operating the fixing pin is provided below the fixing pin. Electrical contacts are attached to the stationary part (after the earthquake) and the sliding part, and when the sliding part stays continuously at this stationary position and the energized state continues, the fixing pin automatic return device is activated and fixed. Automatic return of the pin to the locked position, or, in the case of a pendulum, the rest position of the pendulum (after an earthquake) and the same position as the rest position of the pendulum, whether it is suspended or under the pendulum When the pendulum stays in this stationary position continuously and the energized state is continued, the fixed pin automatic return device is operated to automatically return the fixed pin to the locked position. Characterized in that Constant pin device. 45. A fixing pin 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. In the case of a seismic isolation plate type, a fixed pin automatic control device is provided, and electrical contacts are attached to the stationary position (after the earthquake) of the sliding portion on the seismic isolation plate and the sliding portion. As long as stays continuously, the fixing pin does not operate, and if the continuation of the energized state is broken, the fixing pin is pulled out, the fixing is released, and after the earthquake, the sliding part continues to stay at this rest position, When the energized state continues, the fixed pin automatic control device operates, and the fixed pin automatically returns to the locked position,
In the case of the pendulum type, electric contacts are attached to the stationary position of the pendulum (after an earthquake) and the same position as the stationary position of the pendulum, whether it is suspended or under the pendulum. As long as the pendulum stays in the position continuously, the fixing pin does not operate, and if the continuity of the energized state is broken, the fixing pin is pulled out and released, and after the earthquake, the pendulum is continuously And when the energized state is continued, the fixed pin automatic control device is operated to automatically return the fixed pin to the locked position. 46. An oscillating structure for fixing a structure to be seismically isolated and a structure for supporting the structure to be seismically isolated by inserting a mortar-shaped insertion portion and a fixing pin into the insertion portion. In the fixing pin device for preventing the above, a fixing pin having a piston that slides in the cylinder without substantially leaking liquid air or the like is inserted into the cylinder, and the tip of the fixing pin protrudes outside the cylinder. The top and bottom are connected by a tube, the piston has a hole larger than the hole in the tube, a valve in the hole, which is attached to open when the piston is retracted. Also, a spring or rubber may enter the cylinder, and may serve to push out a fixing pin having the piston. Due to the nature of the valve, the tip of the fixing pin enters the cylinder. In the direction is prompt, In the exit direction, it is delayed, so that as soon as the seismic force is applied, the fixing pin tip enters the cylinder, becomes less prone during the seismic force, and The pipe may be filled with lubricating oil or the like.
The first pin is always pressed by a spring, and the first pin includes:
Further, there is a groove or depression into which the second pin is inserted, and this second pin is also always pressed by a spring, and this second pin is connected to a device that oscillates due to an earthquake by a wire or the like. And the seismic sensor amplitude device swings, the second pin is pulled by the wire or the like, the first pin is unlocked, and the fixed pin tip enters the cylinder. , The whole seismic isolation device began to move,
At the end of the earthquake, the tip of the fixing pin gradually starts to come out due to gravity or the spring or rubber in the cylinder, and the tip of the fixing pin is set at the lowest position by the first pin while following the gradient of the mortar-shaped insertion portion. Is locked, and the seismically isolated structure is also fixed, and one of the insertion portion of the fixing pin and the fixing pin is supported by the seismically isolated structure, and the other is supported by the seismically isolated structure. A fixing pin device comprising: 46-2. A wind for fixing a seismically isolated structure and a structure supporting the seismically isolated structure by inserting a mortar-shaped insertion portion and a fixing pin into the insertion portion. In a fixed pin device that prevents shaking, etc., a fixed pin having a piston that slides without substantially leaking liquid air or the like in the cylinder is inserted into the cylinder, and the tip of the fixed pin protrudes outside the cylinder. The top and bottom of the tube are connected by a tube, and this piston has a larger hole than this tube.
There is a hole, a valve in the hole, which is attached to open when the piston is retracted, and a spring or rubber is inserted into the cylinder, and a fixing pin having the piston is provided. In some cases, due to the nature of the valve, the tip of the fixing pin is fast in the direction of entering the cylinder and delayed in the direction of exit, so that when seismic force acts, Immediately, the tip of the fixing pin enters the cylinder and becomes difficult to come out while seismic force is working.In addition, the cylinder and the pipe may be filled with lubricating oil or the like. In addition, the fixing pin tip has a groove or recess into which a lock for fixing the fixing pin tip is inserted, and this lock is always pressed by a spring,
Keeping the fixed position, the lock itself becomes a seismic sensor amplitude device that becomes a fixed point during an earthquake, and during an earthquake, the lock of the seismic sensor amplitude device becomes a fixed point state, and the groove or depression at the tip of the fixed pin From the lock, the tip of the fixing pin enters the cylinder, the entire seismic isolation device starts to move, and at the end of the earthquake, the tip of the fixing pin gradually starts to come out due to gravity or the spring or rubber in the cylinder. While following the slope of the mortar-shaped insertion portion, at the lowest position, the lock fixes the tip of the fixing pin, fixes the seismically isolated structure, and fixes the insertion portion of the fixing pin and the fixing pin. A fixed pin device comprising: one of which is provided on a seismically isolated structure and the other is provided on a structure supporting the seismically isolated structure. 47. The method of claim 46, 46-2, 48,
48. The two or more fixing pin devices according to item 48-2, wherein the first pins that lock the fixing pins, and the locks are connected by a wire or the like, and when the other moves, one of the fixing pins is also moved. A fixed pin device characterized by the above-mentioned. 48. A wind sway or the like for fixing a structure to be seismically isolated and a structure for supporting the structure to be seismically isolated by inserting a mortar-shaped insertion portion and a fixing pin into the insertion portion. In the fixed pin device, a fixed pin having a piston that slides in the cylinder almost without leaking liquid air or the like is inserted into the cylinder, and the tip of the fixed pin protrudes outside the cylinder. Are connected by a tube, and a spring or rubber may enter the tube to push the piston, and the tube and the tube may be filled with lubricating oil or the like. In addition, it has a device that oscillates in the event of an earthquake, and the seismic sensor amplitude device has an extruding portion for opening a valve provided in the pipe, and the valve is opened when the piston is extruded. The extrusion is There is also a case where a spring is provided to always close the valve. In the event of an earthquake, the seismic sensor amplitude device oscillates, pushes out the push-out portion and opens the valve, and the seismic force causes the fixed pin tip to end up in a mortar shape. Up the slope of the insertion section), the entire seismic isolation device starts to move, and at the end of the earthquake, the tip of the fixing pin protrudes due to the spring or gravity in the cylinder while following the slope of the mortar-shaped insertion section. Working in the direction, and since the valve also opens only in the protruding direction, while following the gradient of the mortar-shaped insertion portion, at the bottom, the tip of the fixing pin stops, and the seismically isolated structure is fixed, and 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 supporting the structure to be seismically isolated. Fixing pin and wherein the. 48-2. A wind for fixing a seismically isolated structure and a structure supporting the seismically isolated structure by inserting a mortar-shaped insertion part and a fixing pin into the insertion part. In a fixing pin device for preventing shaking or the like, the fixing pin has a groove or a recess into which a lock for fixing the fixing pin is inserted, and the lock is always pressed by a spring,
Maintaining a fixed position, the lock itself serves as a seismic sensor amplitude device serving as a fixed point during an earthquake, and in the event of an earthquake, the lock serving as the seismic sensor amplitude device assumes a fixed point state, and the lock of the fixed pin (when the lock The lock is disengaged from the groove or the recess, and the fixing pin is lifted up by the concave insertion part such as a mortar, and the structure to be seismically isolated by the fixing pin device and the structure to support the structure to be seismically isolated Is released, the whole seismic isolation device begins to move, and at the end of the earthquake, gravity, springs, rubber, etc.
The fixing pin gradually starts to descend, and the lock is fitted into a groove or a recess of the fixing pin (a lock is inserted) at the bottom of the mortar while following the inclination of the mortar-shaped insertion portion. Is locked, the structure to be seismically isolated and the structure supporting the seismically isolated structure are also fixed, and one of the insertion portion of the fixing pin and the fixing pin is seismically isolated. A fixing pin device, the other being provided on a structure supporting the seismically isolated structure. 48. The fixing pin device according to claim 46, 46-2, or 48, wherein the fixing pin is replaced with a sliding portion, and the insertion portion of the fixing pin has a concave sliding surface portion. A seismic isolation device characterized by being configured by replacing it with a shake plate. 49. The seismic isolation device / sliding bearing according to claim 15, 16, 17, or 18, wherein a seismic isolation plate having a planar-shaped sliding surface portion and a seismic isolation plate having a concave-shaped sliding surface portion are provided. 47. In the combined double-dish seismic isolation, at the center of the seismic-isolated plate having the planar-shaped sliding surface portion, the central part of claim 46, 46-2.
Item, Item 48, and the insertion side of the fixing pin of the fixing pin device according to Item 48-2, and the other concave-shaped sliding surface portion is provided with:
A fixing pin device characterized by being configured to also serve as an insertion portion having a pot shape or the like of the fixing pin. 50. A fixing pin 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, wherein the fixing pin is fixed by a wind sensor. A fixing pin device characterized by being mounted so as to fix a seismically isolated structure and a structure supporting the seismically isolated structure only at the time of the above wind pressure. 51. A wind sensor for a fixed pin device according to the preceding claim, wherein a plate for receiving wind pressure is provided, and a hydraulic pump interlocked with the wind pressure plate is pressed by wind pressure of a certain level or more,
As a result, the liquid is extruded, and the extruded liquid flows to the hydraulic pump that operates the fixing pin of each fixing pin device with a pipe or the like, and the piston of the hydraulic pump is pushed and interlocked with this piston. The seismically isolated structure and the structure supporting the seismically isolated structure are fixed by the fixing pins, and when the wind pressure becomes lower than a certain level, the plate receiving the wind pressure returns to the original position by a spring or the like. Accordingly, the piston of the hydraulic pump linked to the wind pressure plate also returns to the original position, whereby the liquid is also pulled back, and the piston of each hydraulic pump of each fixed pin device is returned, and the fixed pin linked to the piston is fixed. Wherein the fixing of the seismically isolated structure and the structure supporting the seismically isolated structure is released. 52. A fixing pin for fixing a structure to be seismically isolated and a structure supporting the structure to be seismically isolated to prevent wind sway, etc. A fixed pin device characterized by being installed at or near the center of gravity of a body. 53. A fixing pin for fixing a structure to be seismically isolated and a structure supporting the structure to be seismically isolated to prevent wind sway, etc. At the peripheral position other than or near the center of gravity of the body, install a type with a fixed pin that is easily cut or a type with sensitive sensitivity of the seismic sensor amplitude device, and place it at or near the center of gravity of the structure to be seismically isolated. Is a fixed pin device characterized in that the fixed pin is hard to be cut as compared with the peripheral position, and a device having an insensitive sensitivity of the seismic sensor amplitude device is installed. 53-2. A fixed pin device for preventing a wind sway or the like and releasing the fixation at the time of an earthquake and installing a plurality of fix pin devices,
One of them is installed at or near the center of gravity of the structure to be seismically isolated, the rest is installed around, and their fixing pin devices are sequentially released during an earthquake, and installed at or near the center of gravity. Wherein the fixed pin device is released last. 53-3. A plurality of fixed pin devices which prevent wind sway and the like and are fixed after an earthquake is released after the earthquake is released and one of which is seismically isolated. The center of gravity of the body is installed at or near the center of gravity, the rest is installed in the surroundings, and after their fixed pin devices are sequentially released during an earthquake, after the earthquake, the fixed pin device installed at or near the center of gravity is used. A fixing pin device characterized by being fixed first. 53-4 A plurality of fixed pin devices which are fixed at the time of wind and prevent wind sway etc., one of which is installed at or near the center of gravity of the structure to be seismically isolated, The rest is provided around the periphery, the fixed pin devices are sequentially fixed in the wind, and the fixed pin device installed at or near the center of gravity is fixed first. Fixed pin device. 53-5. A fixed pin device which prevents wind sway and the like and is fixed at the time of wind and is installed in plurals, one of which is installed at or near the center of gravity of the structure to be seismically isolated, The rest is provided around the periphery, the fixed pin devices are sequentially fixed in the wind, and the fixed pin device installed at or near the center of gravity is fixed first. Fixed pin device. 54. An upper structure (ground structure) and a foundation such as a pile are structurally cut off, and both are connected by a pin which is broken or cut by a certain or more seismic force. A seismic isolation structure characterized by In the seismic isolation device / sliding bearing, a groove for lubricating the liquid lubricant is provided on the sliding friction surface of the seismic isolation plate, and the liquid lubricant is poured into the groove outside the seismic isolation plate. A seismic isolation device / sliding bearing having a hole, wherein a volatile liquid lubricant is poured from the hole after an earthquake to facilitate correction of residual mutation after the earthquake. 55. A fixing pin having a fixing pin insertion portion and a fixing pin 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. As the shape of the insertion portion of the fixing pin, a concave surface such as a mortar shape is applied toward the initial stop point, and in a wider range than the stop point, an uneven shape is applied, and A fixing pin device comprising: an insertion portion and a fixing pin, one of which 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. 55-2. A fixing device having a fixing pin insertion portion and a fixing pin 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. In the pin, the shape of the insertion portion of the fixing pin is convex, the shape of the fixing pin is concave, and one of the insertion portion of the fixing pin and the fixing pin is seismically isolated, A fixed pin device comprising the other member provided on a structure supporting the seismically isolated structure. 55. A fixing device having a fixing pin insertion portion and a fixing pin 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. The pin has an upper fixing pin and a lower fixing pin. In the event of an earthquake, the lower fixing pin goes up, the upper fixing pin goes down, and the lock is engaged. Only when the pin is raised and released, or only in the wind, the lower fixed pin is raised, the upper fixed pin is lowered, meshes and locks, etc., and one of the upper and lower fixed pins is mounted. A fixed pin device is provided by providing a structure to be seismically isolated and another structure to support the structure to be seismically isolated. 55. The fixing pin device according to claim 1, wherein an intermediate sliding portion, an intermediate member such as a roller ball bearing, and a roller ball bearing are held between the upper fixing pin and the lower fixing pin. It has an intermediate member such as a container, and the upper and lower fixing pins sandwich and lock the intermediate member such as the roller ball bearing, or the upper and lower fixing pins are inserted and locked into the insertion portion of the intermediate sliding portion. A fixing pin device comprising upper and lower fixing pins inserted into an intermediate member such as a roller / ball bearing retainer and locked. 55. A retainer for a roller and ball bearing between a fixing pin and an intermediate sliding portion according to the preceding claim, wherein the fixing pin device has an intermediate sliding portion between the upper fixing pin and the lower fixing pin. A fixing pin device comprising an intermediate member such as a roller ball bearing, and a fixing pin inserted into an insertion portion of an intermediate member such as a retainer of the roller ball bearing and locked. 55-6 A fixing device having a fixing pin insertion portion and a fixing pin 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. At the pin, provide an insertion part on the seismic isolation plate, insert the fixing pin,
The sliding portion and the intermediate sliding portion that slide on the seismic isolation plate also have an insertion portion. In the event of an earthquake, the fixing pin is inserted into the insertion portion, and the locked portion is pulled out from the insertion portion and locked. Is released, or only when wind power is applied, this fixing pin is inserted into this insertion portion, locked or attached, and one of the upper and lower fixing pins is seismically isolated. A fixed pin device comprising a structure and the other provided on a structure supporting the seismically isolated structure. 55-7 A fixing device having a fixing pin insertion portion and a fixing pin 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. In the pin device, the insertion portion of the fixing pin is recessed and locked by inserting the fixing pin, the recessed insertion portion returns to the original position, the fixing pin is pushed out, the lock is released, and 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 to a structure supporting the structure to be seismically isolated. Fixed pin device. 55-8. An intermediate sliding portion sandwiched between a structure to be isolated and a structure supporting the structure to be isolated.
In addition, an intermediate member such as a roller / ball bearing, and an intermediate member such as a roller / ball bearing retainer are provided, and a seismically isolated structure corresponding to the intermediate member, and a structure for supporting the seismically isolated structure One or both parts of the body are recessed to form an insert and lock the intermediate member, the recessed insert returns to its original position, and the intermediate member is pushed out,
A fixed pin device characterized by being configured to be unlocked. 55-9 A seismic isolation plate having a sliding surface having a concave or flat surface, a seismic isolation device and a sliding bearing having a sliding portion for sliding or rolling the same, and a flat or concave curved surface facing downward. An intermediate sliding section and an intermediate sliding section with roller and ball bearings between the upper and lower seismic isolating dishes. In the case of a seismic isolation device / sliding bearing in which rollers and ball bearings are inserted, the center of the seismic isolation plate is in the shape of a sliding part, an intermediate sliding part, a ball bearing, and a roller, and is depressed (recessed). A seismic isolation device / sliding bearing characterized by having a seismic isolation plate formed. 55. A seismic isolation device and a sliding bearing, wherein the bottom of the bowl is made spherical by using a mortar-shaped seismic isolation sliding rolling bearing. 55. The seismic isolation device / sliding bearing according to the preceding claim, wherein the spherical radius of the bottom of the mortar is configured to be close to a radius that resonates periodically. 55. The seismic isolation sliding rolling bearing according to the preceding claim, wherein the bottom of the mortar has a mortar-shaped mortar shape. A seismic isolation structure characterized by using a single fixed pin) at or near the center of gravity of the seismically isolated structure. 55-13 A seismically isolated structure having a spring constant of laminated rubber, a concave shape of a mortar or the like of a seismic isolation sliding bearing, a friction coefficient of a sliding bearing surface, etc. A seismic isolation structure comprising a plurality of manual fixing pins (fixing pins for manually fixing the seismic isolation device during a typhoon). 56. A seismic isolator / sliding bearing is provided on a solid foundation, a cloth foundation and the ground, and a gap is formed by filling the space between the solid base with a plastic such as styrofoam soluble in an organic solvent or a plastic soluble in water. A seismic isolation structure characterized by a concrete slab struck on top of a concrete, and when the concrete hardens, the plastic gap is dissolved with an organic solvent or water to create a space. 56-2. A double seismic isolation plate device in which the upper and lower plates are integrated by a fastener or the like is installed at the anchor bolt position of the foundation, first fixed to the base, and then between the foundation. The seismic isolation structure is constructed by filling gaps and the like with non-shrink mortar, solidifying the non-shrink mortar, and then tightening anchor bolts between the foundation and the seismic isolation device. 57. Two or more restoring devices or fixing pin devices are provided only at or near the center of gravity of the seismically isolated structure, and the vertical load transmitting position of the other seismically isolated structure is A seismic isolation structure characterized by seismic isolation and sliding bearings that have no restoring force. 58. A seismic isolation / sliding bearing which is inclined toward the inside or the center of gravity of the seismically isolated structure and has a high inclination toward the outside of the seismically isolated structure. A seismic isolation structure characterized by the following. 59. An isolation system comprising a restoring device for minimizing a restoring force as long as a restoring force for returning a seismically isolated structure to its original position after an earthquake is obtained. Seismic structure. 60. A hard plate provided with a hole in the center thereof, which is provided between the structure to be seismically isolated by the seismic isolation device and the structure supporting the structure to be seismically isolated, It is constructed by inserting rubber or spring in the center,
Further, the seismic isolation device is provided by providing the lowermost hard plate on a structure supporting the seismically isolated structure, and the lowermost hard plate on a structure supporting the seismically isolated structure. 61. A structure that is isolated by a seismic isolation device and a structure that supports the isolated structure.
A flared hole such as a mortar-shaped or trumpet-shaped hole is provided in one of the seismically isolated structure and the supporting structure provided with a spring, and the end of the spring is engaged in the hole. The other end of the seismic isolation device is configured to be engaged with the other of the seismically isolated structure and the supporting structure.