JP4030447B2 - Unit type building with seismic isolation device - Google Patents

Description

[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a unit type building with a seismic isolation device.
[0002]
[Background]
2. Description of the Related Art Conventionally, as a construction method of a house, a construction method is known in which a foundation is provided on a site, a foundation is assembled on the foundation, and a pillar, a beam, or the like is provided on the assembled foundation (see, for example, Patent Document 1).
Moreover, seismic isolation devices equipped with seismic isolation bearings that block horizontal seismic force from the building have been adopted in recent buildings. As such a seismic isolation bearing, an isolator employing laminated rubber (for example, see Patent Document 2), a rolling bearing (for example, see Patent Document 3), a sliding bearing (for example, see Patent Document 4), and the like. What was adopted is known.
[0003]
The laminated rubber isolator includes a hard plate such as a steel plate and a soft plate (rubber) having viscoelastic properties. When a building equipped with this laminated rubber isolator is subjected to vibration due to an earthquake or the like, a rubber having a low shear rigidity causes shear deformation, and the acceleration that the building receives due to the earthquake can be reduced due to its spring characteristics.
[0004]
The rolling bearing includes a steel ball and a seismic isolation plate disposed in contact with the upper and lower sides of the steel ball. These seismic isolation dishes have a recess that opens toward the steel ball. These recesses include a base portion where the potential energy is minimum and a curved portion which is continuous with the base portion and whose potential energy is larger than that of the base portion. When a building equipped with this rolling bearing receives vibrations due to an earthquake or the like, either the upper or lower seismic isolation tray slides in the horizontal direction to reduce the horizontal acceleration to the building. In addition, when the vibration caused by an earthquake or the like is settled, the portion of the base plate that comes into contact with the steel ball slides from the curved portion with high potential energy to the base portion with the smallest potential energy due to the load of the building. Return to the state.
[0005]
The sliding bearing includes a flat sliding plate made of stainless steel or the like, and a sliding material provided slidably on the sliding plate. When a building equipped with this sliding support is subjected to vibration due to an earthquake or the like, the sliding material slides on the sliding plate, and the horizontal acceleration acting on the building is attenuated by the frictional force generated at the time of sliding.
[0006]
In such a seismic isolation structure, the seismic isolation device is provided between the foundation of the building and the foundation.
[0007]
By the way, in the conventional unit type building, the foundation is not provided on the foundation, but the building unit is fixedly arranged by anchor bolts provided on the foundation. Therefore, when a seismic isolation structure is adopted for a unit type building, a construction method as shown in FIG. 12 is conceivable. That is, the seismic isolation device 92 is installed on the foundation 91. On these seismic isolation devices 92, a steel base 93 that connects the seismic isolation device 92 and the building unit 94 is disposed across the bottom of the entire building. A plurality of building units 94 are installed on the steel base 93 to form a unit type building 9.
[0008]
[Patent Document 1]
Japanese Patent Laid-Open No. 10-30358 (pages 2 to 3 and FIG. 1)
[Patent Document 2]
JP 2002-276715 A
[Patent Document 3]
JP 2000-64658 A
[Patent Document 4]
JP 2002-250394 A
[0009]
[Problems to be solved by the invention]
However, the conventional unit type building adopting the seismic isolation structure forms a base suspended over the base isolation device provided on the foundation across the bottom of the entire building. Therefore, there is a problem that the assembly work such as the placement of the foundation and the bolt joining at the site becomes complicated. Further, since the base is formed over the entire bottom surface of the unit type building, there is a problem that the number of parts is increased and the cost is increased.
[0010]
An object of the present invention is to provide a unit type building that can simplify the connection between a building unit and a seismic isolation device, reduce the number of parts, and reduce the cost for installing the seismic isolation device. is there.
[0011]
[Means for Solving the Problems]
  Referring to the drawings, a unit building with a seismic isolation device according to the present invention comprises a foundation 2 and the foundation.In a latticeArrangedAt least 6A unit building 1 with a seismic isolation device comprising a building unit 7 ofThe building unit includes a plurality of pillars 71 located at each corner, and the unit type building.ofAlong the perimeter,AdjacentAboveBuilding unitDirectly under the adjacent pillarArranged,ConcernedMultiple building units that connect adjacent building unitsFirstConnecting member4 and,Of the six building units, 2 are arranged directly below the four pillars adjacent to each other in the four building units adjacent to each other, and support positions corresponding to the four pillars in the four building units A second connecting member 5 integrally connecting the six building units, and a plurality of pillars constituting the building unit. Among them, the gantry 6 that is arranged directly below the pillar that is not adjacent to the pillar of the other building unit, and supports the building unit,SaidThe first connecting member, the second connecting member, and the mountAnd a base isolation device 3 for attenuating a lateral seismic force transmitted through the base.
[0012]
  According to this invention, on the seismic isolation device arranged on the foundation1st connecting member, 2ndConnecting memberAnd mountProvided,These firstConnecting member, Second connecting member and mountSince the building units adjacent to each other are arranged and the building units are connected to each other and the building unit and the seismic isolation device are connected, the connection work can be facilitated. And connect the building units together1st connecting member and 2ndConnecting members are adjacent building unitsTo support adjacent columns ofSince it only needs to be provided, the number of parts can be reduced and the cost can be reduced as compared with the case where the foundation is arranged over the entire bottom of the unit type building. Moreover, it can also be created in a factory or the like, and work on site for base formation such as placement and bolt joining can be reduced.
  In addition, since the frame and the seismic isolation device are installed directly under the pillars that are not adjacent to other building units, the unit type is combined with the case where the connecting member and the seismic isolation device are provided directly under the pillars of the adjacent building units. Seismic isolation devices are installed directly below all the pillars of the building units that make up the building. Therefore, not only the seismic isolation efficiency of the building is improved, but also the building unit can be installed stably.
[0013]
  In the present invention, the aboveThe first connecting member and the secondPositioning members 411 and 511 that position the adjacent building units in a predetermined positional relationship are preferably provided on the upper surfaces 41 and 51 of the connecting members.
  According to this, when the building unit is connected to the connecting member, the mutual positions of the adjacent building units can be easily positioned, so that the connecting operation can be facilitated and speeded up.
[0014]
  In the present invention, the aboveThe first connecting member and the secondOf the connecting members, at leasteitherIt is preferable that a fixing device 33 is provided between the base and the foundation so as to restrict lateral shaking of the building unit and to release the restriction when a seismic force of a predetermined level or more is generated.
  According to this, because the unit type building is equipped with a fixing device, it is possible to suppress the shaking of the building due to wind, etc., and when the seismic force exceeding the predetermined value is applied to the building, The regulation can be lifted to make the building seismically isolated. Therefore, the effective operation of the seismic isolation mechanism can be achieved.
[0015]
  In the present invention, the aboveThe first connecting member and the secondConnecting memberAt least one ofIs,UpIt is preferably formed of a steel member having rib lattice structures 43 and 53 that connect the surface and the bottom surfaces 42 and 52.
According to this,1st connecting member and 2ndConnecting memberAt least one ofIs formed by a member having a rib lattice structure,ConcernedCompared to the case where the strength against the load of the building unit applied to the connecting member can be improved and a non-hollow member is used,ConcernedThe weight of the connecting member itself can be reduced. further,ConcernedSince the connecting member is made of steel, sufficient strength can be secured to support the building unit.
[0016]
  In the present invention, the building unit isAboveA box-type frame comprising a plurality of columns 71 and ceiling beams 72 and floor beams 73 spanned between the upper and lower ends of these columns is provided.YeahPreferably it is.
  According to this, just below the pillar of the building unit1st connecting member, 2ndConnecting member, MountAnd seismic isolation devices are arranged. Since the column of the building unit is subjected to the load of the other building unit or the roof arranged on the building unit, the column is configured to have high strength in the members constituting the building unit. According to the present invention, since the lateral seismic force transmitted through the foundation is transmitted to the strong column of the building unit, the building unit can be stably arranged. Moreover, the influence of the seismic force on the building unit can be reduced as compared with the case where the seismic isolation device is installed in a place other than the pillar.
[0018]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 shows a schematic perspective view of a unit building of the present embodiment.
As shown in this figure, the unit type building 1 includes a foundation 2 made of concrete or the like, a building main body 10 arranged on the foundation 2, and a roof 8 made of panels or the like. The building body 10 includes a first floor portion 11 composed of a plurality of building units 7 arranged on the foundation 2 and a second floor portion 12 composed of a plurality of building units 7 arranged on the first floor portion 11. It is formed in two stories.
[0019]
Between the building unit 7 and the foundation 2 constituting the first floor portion 11, a seismic isolation device 3, connecting members 4 and 5 (see FIG. 3), and a gantry 6 are provided.
The seismic isolation device 3 attenuates the shaking when a seismic force of a predetermined direction or more is applied to the unit type building 1. Each seismic isolation device 3 is fixed by an anchor bolt 21 (not shown in FIG. 1) provided on the foundation 2.
[0020]
FIG. 2 is a schematic perspective view of the building unit 7.
As shown in this figure, the building unit 7 includes a box-shaped frame composed of four columns 71 and a ceiling beam 72 and a floor beam 73 spanned between the upper and lower ends of these columns 71. ing. A bottom surface 74 is formed by the lower end surface of the column 71 and the bottom surface of the floor beam 73. The connecting members 4 and 5 or the gantry 6 are attached to the bottom surface portion 74 by connecting tools such as bolts and nuts.
[0021]
FIG. 3 shows a schematic plan view of the first floor 11 of the unit building 1.
As shown in this figure, a plurality of seismic isolation devices 3 are disposed on the foundation 2. Between these seismic isolation devices 3 and a plurality of building units 7 constituting the first floor portion 11, connecting members 4 and 5 and a gantry 6 are provided.
The connecting member 4 is provided on each seismic isolation device 3 provided along the outer periphery of the foundation 2 and provided at a location that is not a corner of the foundation 2. The connecting member 4 is disposed across the bottom surfaces of two adjacent building units 7 among the plurality of building units 7 and connects the building units 7 to each other.
The connecting member 5 is disposed on a seismic isolation device 3 (not shown) disposed substantially at the center of the foundation 2. The connecting member 5 is disposed between the bottom surfaces of the building units 7 directly below the pillars 71 of the six adjacent building units 7 and connects the building units 7.
The gantry 6 is provided on each seismic isolation device 3 provided at the corner of the foundation 2. The gantry 6 is connected to a building unit 7 disposed above the gantry 6.
[0022]
FIG. 4 is a cross-sectional view showing an arrangement portion of the connecting member 4.
As shown in this figure, the connecting member 4 includes an upper surface portion 41 and a bottom surface portion 42, and connects two building units 7 and the seismic isolation device 31 that is the seismic isolation device 3 on each surface. Yes. That is, the connecting member 4 is disposed immediately below the pillar 71 of the two adjacent building units 7, and the upper surface portion 41 of the connecting member 4 and the bottom surface portion 74 of the building unit 7 are connected by the connecting tool 412. ing. The bottom surface portion 42 of the connecting member 4 and the top surface portion 313 of the seismic isolation bearing 31 are connected by a connecting tool 421.
[0023]
The seismic isolation bearing 31 is a rolling bearing and includes a steel ball 311, an upper dish portion 312, and a lower dish portion 314. The surfaces of the upper dish portion 312 and the lower dish portion 314 facing the steel balls 311 are curved in a concave shape. For this reason, the upper dish portion 312 and the lower dish portion 314 are slidable in the lateral direction with respect to the steel ball 311. The seismic isolation bearing 31 is fixed by an anchor bolt 21 provided on the foundation 2 at the lower platen part 314.
In this embodiment, a rolling bearing is adopted as the seismic isolation bearing 31, but a laminated rubber isolator, a sliding bearing, and the like can be cited as other bearings, and these may be appropriately selected and adopted.
[0024]
FIG. 5 shows a schematic perspective view of the connecting member 4.
As shown in this figure, the connecting member 4 has a structure in which two mounts 6 (see FIG. 11) are connected in the horizontal direction. In addition, the connecting member 4 has a rib lattice structure 43, whereby the upper surface portion 41 and the bottom surface portion 42 are connected.
The upper surface portion 41 is provided with two guide pins 411 and a plurality of holes 413. The guide pin 411 is a positioning member used for positioning the building unit 7 to be connected, and protrudes from the upper surface portion 41 in a substantially vertical direction. When connecting to the building unit 7, the connecting tool 412 is inserted into the plurality of holes 413 formed in the upper surface portion 41.
A hole 422 into which the connector 421 is inserted when the base part 42 is connected to the seismic isolation support 31 is formed.
[0025]
FIG. 6 is a cross-sectional view showing the arrangement portion of the connecting member 5.
As shown in this figure, the connecting member 5 includes an upper surface portion 51 and a bottom surface portion 52. The upper surface portion 51 of the connecting member 5 and the bottom surface portions 74 of the six building units 7 adjacent to each other are connected by a connecting tool 512, whereby the building units 7 are connected to each other. A seismic isolation bearing 31, a damper 32, and a fixing device 33, which are seismic isolation devices 3, are provided directly below the connecting member 5. The upper surface portions 313, 325, and 335 (not shown in FIG. 6) of the seismic isolation device 3 and the bottom surface portion 52 of the connecting member 5 are connected by a connecting tool 521.
[0026]
FIG. 7 shows a schematic diagram of the damper 32.
The damper 32 is a device for preventing an excessive shaking from occurring in the unit building 1 during an earthquake.
As shown in this figure, the damper 32 includes a main body 321, an upper plate 323, and a hydraulic tank 327. A piston 322 is provided inside the main body 321, and the tip of the piston 322 protrudes above the main body 321. An upper dish 323 is provided above the main body 321, and the upper dish 323 includes a curved portion 324 that opens concavely toward the main body 321. The distal end of the piston 322 is in contact with the curved portion 324. The upper surface portion 325, which is the surface opposite to the curved portion 324, is a surface connected to the bottom surface portion 52 of the connecting member 5. The hydraulic tank 327 is connected to the main body 321 through a pipe 326. A fluid having viscosity is sealed inside the hydraulic tank 327. When seismic force is applied to the unit type building 1, the piston 322 sliding along the concave curved portion 324 gently moves up and down by this fluid and absorbs the seismic force. The main body 321 and the hydraulic tank 327 are fixed by the anchor bolts 21 of the foundation 2 respectively.
With such a configuration, the damper 32 moves up and down while the piston 322 provided on the main body 321 slides on the curved portion 324 in response to the lateral shaking of the unit building 1, and the fluid enclosed inside It absorbs lateral movement energy with viscosity.
[0027]
FIG. 8 shows a schematic diagram of the fixing device 33.
The fixing device 33 is a device that regulates the shaking of the unit type building 1 and releases the regulation when a seismic force of a predetermined level or more is generated.
As shown in this figure, the fixing device 33 includes a main body 331, an upper plate 333, and a sensor unit 337. A fixing pin 332 protrudes from the upper portion of the main body 331. An upper dish 333 is disposed above the main body 331, and a recess 334 is formed on the surface of the upper dish 333 facing the main body 331. The tip of the fixing pin 332 is in contact with the recess 334 to suppress the lateral movement of the upper plate 333. An upper surface portion 335 is formed on the surface of the upper plate 333 opposite to the surface on which the concave portion 334 is formed. The sensor unit 337 is connected to the main body 331 via the pipe 336. The sensor unit 337 is for detecting lateral vibrations, and releases the lock of the fixing pin 332 when a predetermined vibration or more is detected. Each of the main body 331 and the sensor unit 337 is fixed by anchor bolts 21 provided on the foundation 2.
[0028]
From the above configuration, the fixing pin 332 of the fixing device 33 is locked to the main body 331 in a state where it is in contact with the recess 334 in a normal state. Therefore, the foundation 2 and the building unit 7 connected by the connecting member 5 connected to the upper surface portion 335 of the upper plate 333 are fixed, and the lateral shaking of the unit type building 1 is restricted. Here, when a seismic force of a predetermined level or more is applied to the unit type building 1, the sensor unit 337 detects this and the lock of the fixing pin 332 is released. Thereby, the contact point between the main body 331 and the upper plate 333 is eliminated, and the upper building 333 can be moved in the lateral direction, so that the unit building 1 is in a seismic isolation state.
Here, it is assumed that the lock of the fixing pin 332 is not released by a lateral force caused by wind or the like. More specifically, the fixing pin 332 is unlocked when an earthquake force having a seismic intensity of 5 or less is applied. However, the locking range of the fixing pin 332 may be determined as appropriate.
[0029]
FIG. 9 shows a schematic perspective view of the connecting member 5.
As shown in this figure, the connecting member 5 has a rib lattice structure 53, whereby the upper surface portion 51 and the bottom surface portion 52 are connected.
The upper surface portion 51 is provided with a plurality of guide pins 511 and holes 513. The guide pins 511 are positioning members that determine the mutual positions of the six building units 7 to be connected, and project from the upper surface portion 51 in a substantially vertical direction. The hole 513 is a hole through which the connector 512 is inserted, and a plurality of holes are formed.
A plurality of holes (not shown) are provided in the bottom surface portion 52, and a connector 521 used for connection to the seismic isolation device 3 is inserted through these holes.
[0030]
FIG. 10 is a cross-sectional view showing an arrangement portion of the gantry 6.
As shown in this figure, the gantry 6 is provided directly below the pillar 71 of the building unit 7 that is not adjacent to the other building unit 7. The gantry 6 includes an upper surface portion 61 and a bottom surface portion 62. The upper surface portion 61 is connected to the bottom surface portion 74 of the building unit 7 by a connector 612. Further, the bottom surface portion 62 is connected to the top surface portion 313 of the seismic isolation bearing 31 arranged immediately below the gantry 6 by a connector 621.
[0031]
FIG. 11 is a schematic perspective view of the gantry 6.
As shown in this figure, the gantry 6 has a rib lattice structure 63, whereby the upper surface portion 61 and the bottom surface portion 62 are connected.
The upper surface portion 61 is provided with guide pins 611 and a plurality of holes 613. The guide pin 611 is a positioning member that positions the building unit 7 disposed on the gantry 6, and protrudes from the upper surface portion 61 in a substantially vertical direction. The hole 613 is a hole through which the connector 612 is inserted.
A plurality of holes 622 are formed in the bottom surface portion 62, and the holes 622 are holes through which the connecting tool 621 that connects the gantry 6 and the upper surface portion 313 of the seismic isolation bearing 31 is inserted.
[0032]
Therefore, according to the present embodiment, the unit type building 1 is provided with the seismic isolation device 3 on the foundation 2 for attenuating the lateral shaking between the foundation 2 and the building unit 7, and the adjacent building unit 7 and The seismic device 3 is connected by providing connecting members 4 and 5 immediately below the pillar 71 of the building unit 7. Moreover, the building unit 7 and the seismic isolation device 3 which are not adjacent are connected by providing the mount frame 6 directly under the pillar 71 of the building unit 7. With this configuration, the building unit 7 and the seismic isolation device 3 can be easily connected. And by adopting the configuration of the present embodiment, compared to the case where the base is formed on the seismic isolation device 3 over the entire bottom surface of the building unit 7 that forms the first floor portion 11 as in the past, the parts The number of points can be reduced and the cost can be reduced. Moreover, it is also possible to create the connecting members 4 and 5 and the gantry 6 at a factory or the like, and it is possible to reduce work at the site of base formation such as placement and bolt joining.
[0033]
In the present embodiment, the connecting members 4 and 5 and the gantry 6 are provided with guide pins 411, 511, and 611 which are positioning members, so that the building unit 7 to be connected can be easily and quickly positioned. Can do.
[0034]
In the present embodiment, the unit building 1 includes the fixing device 33. Therefore, the unit building 1 is locked by locking the fixing pin 332 of the fixing device 33 against a relatively small fluctuation such as wind. Can be suppressed. In addition, for a large shake caused by an earthquake or the like, the lock of the fixing pin 332 can be released, and the unit building 1 can be made to be seismically isolated. Therefore, the effective operation of the seismic isolation mechanism can be achieved.
[0035]
Moreover, in this embodiment, since the connection members 4 and 5 and the mount frame 6 are formed by the steel member provided with the rib lattice structure which connects each upper surface and bottom face, it is enough to support the building unit 7 In addition to maintaining high strength, the weight can be reduced compared to the case of using a non-hollow member.
[0036]
In the present embodiment, the connecting members 4 and 5 and the gantry 6 are arranged directly below the pillar 71 that supports the load of the building unit 7. Thereby, the lateral seismic force transmitted through the foundation 2 is transmitted to the strong pillar 71 of the building unit 7. Therefore, the building unit 7 can be stably arranged, and the influence of the seismic force on the building unit 7 can be reduced as compared with the case where the seismic isolation device 3 is installed at a place other than the pillar 71.
[0037]
Moreover, in this embodiment, it is directly under the pillar 71 of the building unit 7 which is not adjacent to the other building unit 7, in other words, directly under the pillar 71 of the building unit 7 in which the connection members 4 and 5 are not provided. A gantry 6 is provided. Since the gantry 6 is connected to the seismic isolation device 3, the seismic isolation device 3 is installed immediately below all the pillars 71 of the building unit 7 constituting the first floor portion 11. Therefore, not only the building unit 7 can be stably disposed, but also the seismic isolation efficiency can be improved.
[0038]
Moreover, in this embodiment, since the connection member 4 becomes a structure which connected two mounts 6 in the horizontal direction, if the two mounts 6 are connected and the connection part is reinforced, the connection member 4 will be formed. be able to. Therefore, the formation of the connecting member 4 can be made efficient.
[0039]
It should be noted that the present invention is not limited to the above-described embodiment, but includes modifications and improvements as long as the object of the present invention can be achieved.
[0040]
  In the embodiment, the first floor 11 of the unit type building 1 is composed of six building units 7 as shown in FIG. 1, but in the present invention, it is not limited to the number of building units 7. . That is, with six or moreAlsoI don't know. In that case, what is necessary is just to arrange | position the connection members 4 and 5 and the mount frame 6 on the seismic isolation apparatus 3 suitably.
[0042]
In the said embodiment, although the seismic isolation apparatus 3 was comprised from the seismic isolation bearing 31, the damper 32, and the fixing device 33, it is not restricted to this in this invention. That is, the structure, structure, operation mechanism, and the like of the seismic isolation bearing 31, the damper 32, and the fixing device 33 do not necessarily have to follow the above-described contents, and may have a seismic isolation function as a whole. For example, the seismic isolation bearing 31 may be a combination of linear bearings, and the damper 32 may be a spring or a fluid having a viscosity other than oil.
[0043]
In the said embodiment, the shape of the connection members 4 and 5 and the mount frame 6 is not restricted to the shape shown in FIG. That is, the connecting members 4 and 5 may have any shape as long as a plurality of adjacent building units 7 can be connected and placed on the seismic isolation device 3. In addition, the gantry 6 may have a substantially rectangular cross section as long as it supports the building unit 7 and can be disposed on the seismic isolation device 3.
[0044]
In the said embodiment, the shape, position, and number of guide pins 411, 511, 611 etc. which were provided in the upper surface of the connection members 4 and 5 and the mount frame 6 are not restricted to what was shown in FIG. That is, any shape, position, and number can be used for positioning the building units 7 to be connected.
[0045]
In the said embodiment, although the connection members 4 and 5 and the mount frame 6 were formed from the steel member which has the rib lattice structure, this invention is not limited to this. In other words, as long as the building unit 7 is strong enough to be connected and supported, the structure and material are not limited, and the position of the rib lattice structure and the number of ribs are not limited. For example, as the material, a cylindrical steel plate having a hollow inside may be used, or a cylindrical shape having no hollow may be used. Further, H-shaped steel or groove-shaped steel may be used.
[0047]
In the said embodiment, although the seismic isolation bearing 31 was provided directly under the connection member 4 and the mount frame 6, this invention is not limited to this. That is, the damper 32 and the fixing device 33 may be provided directly below the connecting member 4 and the gantry 6. In addition, if the damper 32 and the fixing device 33 are arranged in a portion close to the center of the unit type building 1, the center of gravity of the unit type building 1 is supported, so that the seismic isolation efficiency is improved.
[0048]
【The invention's effect】
As described above, according to the present invention, the following effects can be obtained.
[0049]
According to invention of Claim 1, the seismic isolation apparatus was provided between the foundation and the building unit, and the connection member was arrange | positioned on this seismic isolation apparatus. The connecting member is disposed across the bottom surfaces of adjacent building units among the plurality of building units constituting the unit building, and connects the building units. Therefore, the building unit and the seismic isolation device can be easily and efficiently connected. Further, since the connecting member only needs to be provided across the bottom surfaces of adjacent building units, the number of parts can be reduced and the cost can be reduced as compared with the case where the base is arranged over the entire bottom surface of the unit type building. be able to. Moreover, it can also be created at a factory or the like, and the work on the foundation can be reduced.
[0050]
According to the second aspect of the present invention, since the positioning member of the building unit to be connected is provided on the connecting member, the building unit can be positioned when connecting the building unit to the connecting member, facilitating and speeding up the connecting work. Can be achieved.
[0051]
According to the invention described in claim 3, since the unit type building is provided with the fixing device, the unit type building is restrained from shaking for a lateral force smaller than a predetermined force, and a large force due to an earthquake or the like. In contrast, the regulations can be lifted and the unit building can be seismically isolated. Therefore, the effective operation of the seismic isolation mechanism can be achieved.
[0052]
According to the fourth aspect of the present invention, since the connecting member is made of steel having a rib lattice structure, it is possible to ensure sufficient strength to support the building unit.
[0053]
According to invention of Claim 5, since a connection member and a seismic isolation apparatus are arrange | positioned directly under a strong pillar in a building unit, besides being able to aim at stabilization of the arranged building unit, unit type The influence of seismic force on the building can be reduced.
[0054]
According to the invention described in claim 6, since the seismic isolation device is also provided directly under the pillar not adjacent to the other building unit, immediately below all the pillars of the building unit constituting the first floor portion of the unit type building. In addition, a seismic isolation device is provided. Therefore, the building units can be stably arranged and the seismic isolation efficiency can be improved.
[Brief description of the drawings]
FIG. 1 is a schematic perspective view showing a unit building according to an embodiment of the present invention.
FIG. 2 is a schematic perspective view of a building unit in the embodiment.
FIG. 3 is a schematic plan view of a unit building in the embodiment.
FIG. 4 is a cross-sectional view showing an arrangement portion of a connecting member in the embodiment.
FIG. 5 is a schematic perspective view of a connecting member in the embodiment.
FIG. 6 is a cross-sectional view showing an arrangement portion of a connecting member in the embodiment.
FIG. 7 is a schematic diagram showing a damper of the seismic isolation device in the embodiment.
FIG. 8 is a schematic diagram showing a seismic isolation device fixing device in the embodiment.
FIG. 9 is a schematic perspective view of a connecting member in the embodiment.
FIG. 10 is a cross-sectional view showing an arrangement part of a gantry in the embodiment.
FIG. 11 is a schematic perspective view showing a gantry in the embodiment.
FIG. 12 is a schematic perspective view showing a conventional unit type building.
[Explanation of symbols]
1 ... Unit building
2. Basics
3 ... Seismic isolation device
4, 5 ... connecting member
6 ... Stand
7 ... Building unit
33 ... Fixing device
41, 51 ... Upper surface (upper surface)
42, 52 ... Bottom (bottom)
43, 53 ... Rib lattice structure
71 ... pillar (box-type frame)
72 ... Ceiling beam (box-type frame)
73 ... Floor beam (box-type frame)
411, 511 ... Guide pins (positioning members)

Claims (5)

A unit building with a seismic isolation device comprising a foundation and at least six building units arranged in a grid on the foundation,
The building unit includes a plurality of pillars located at each corner,
Along the outer periphery of the unitary building, is located directly below the pillar adjacent the building units adjacent, a plurality of first connecting member for connecting the building unit with each other to the adjacent,
Of the six building units, 2 are arranged directly below the four pillars adjacent to each other in the four building units adjacent to each other, and support positions corresponding to the four pillars in the four building units A second connecting member that integrally has two support portions and a connection portion that connects the two support portions, and connects the six building units;
Among the plurality of pillars constituting the building unit, a pedestal that is arranged directly below a pillar that is not adjacent to the pillar of the other building unit, and supports the building unit;
A first seismic isolation device provided between the first coupling member, the second coupling member, the gantry, and the foundation, for attenuating a lateral seismic force transmitted through the foundation; A unit building with a seismic isolation device. In the unit type building with a seismic isolation device according to claim 1,
A unit type building with a seismic isolation device, wherein a positioning member for positioning the adjacent building units in a predetermined positional relationship is provided on upper surfaces of the first connecting member and the second connecting member. In the unit type building with a seismic isolation device according to claim 1 or 2,
Between at least one of the first connecting member and the second connecting member and the foundation, the lateral vibration of the building unit is restricted, and when a seismic force exceeding a predetermined value is generated, A unit type building with a seismic isolation device, characterized in that a fixing device for releasing the regulation is provided. In the unit type building with a seismic isolation device in any one of Claims 1-3,
Wherein one of the first connecting member and the second coupling member, at least one, the upper surface and the seismic isolation device with units, characterized in that it is formed by a steel member having a rib lattice structure connecting the bottom Ceremony building. In the unit type building with a seismic isolation device in any one of Claims 1-4,
The building unit is provided with the plurality of columns, seismic isolation device characterized by there Bei Ete the constructed box-skeleton from these pillars of the upper end and between wound around a lower end passed ceiling beams and floor beams Unit type building with.

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