JP5621101B1 - Seismic foundation for buildings - Google Patents

Abstract

The present invention provides a seismic foundation for a building that is not affected by the occurrence of shaking caused by an earthquake, can prevent the building from shaking, and can prevent damage from the earthquake. A seismic foundation 10 for a building is embedded in a bottom portion of a foundation hole GH, and a building 50 is constructed on the upper surface of the first foundation 11 disposed above the first foundation 11. A plurality of first seismic isolation devices 15 provided across the second foundation 12, the first foundation 11 and the second foundation 12 to laterally displace and mitigate the seismic force acting on the first foundation 11, and A plurality of two foundations 12 and the building 50 are provided to prevent the shaking of the building 50 by partially displacing and absorbing the shaking of the earthquake propagated from the first foundation 11 to the second foundation 12. Each of the second seismic isolation devices 20. [Selection] Figure 1

Description

  The present invention relates to an earthquake-proof foundation structure of a building, and more particularly, to an earthquake-proof foundation structure of a building that prevents shaking of an earthquake and protects a building, residents in the building, fixtures, and the like from an earthquake.

Japan is the most earthquake-prone country in the world, and many major earthquakes have occurred in the past.
Recently, the Great Hanshin-Awaji Earthquake, the Great East Japan Earthquake, etc. have occurred, and each time, many precious lives are lost, buildings and roads are damaged, etc., and it suffers great damage.
Therefore, conventionally, various construction methods have been developed and adopted so that buildings such as houses are not damaged by a large shake at the time of an earthquake.

As a general construction method, a building constructed with an earthquake-resistant structure is known.
This earthquake-resistant structure has a rigid structure, that is, it is strong enough to withstand medium and small earthquakes, and the structure may be partially broken during a large earthquake. However, it is a structure designed on the assumption that it will not collapse.

In contrast, in recent years, many seismic isolation structures have begun to spread.
This seismic isolation structure is intended to prevent the destruction of the structure by suppressing the seismic force, that is, by avoiding (avoiding) the seismic force as much as possible.
And as an example of a base-isolated structure built on the foundation, for example, there is a type of base-isolated structure that enables smooth movement of the structure etc. with a ball slide rail etc. Is a structure in which a seismic isolation device such as a laminated rubber device is installed between the lower structure and the upper structure of the building (seismic isolation layer) so that the horizontal movement due to seismic force does not directly affect the building It has been known.

  In this laminated rubber device, a plurality of thin rubber sheets and a plurality of thin steel plates set according to required performance are alternately stacked, and the outer periphery is covered with a coating rubber having excellent weather resistance, and each member is covered. It is formed by integral vulcanization adhesion. Such a laminated rubber device is fixed to an upper structure such as a building and a lower structure of the foundation via an upper flange and a lower flange.

In such a laminated rubber device, thin rubber sheets and steel plates are alternately laminated and vulcanized and bonded, so that the vertical direction has a very high rigidity due to the reinforcing effect of the steel plates, and the lateral direction is inherent to rubber. It becomes possible to possess low rigidity. As a result, while supporting the building for a long time with high vertical rigidity, it works to absorb the seismic force transmitted to the building with low horizontal rigidity and large shear deformation of rubber during an earthquake.
Therefore, even if the ground is fast and shakes violently due to an earthquake, the building moves slowly without following its movement, and the seismic force can be relaxed to prevent damage to the building and internal equipment, fixtures, etc. And, in such a base-isolated structure, it is generally said that the intensity of earthquake shaking can be reduced by 1/3 to 1/4 or more.

Since the above-described excellent effects can be expected from the seismic isolation structure, in recent years, the spread of buildings using the seismic isolation structure has spread.
In addition to buildings such as houses, in factories, even small earthquakes may affect the operation of precision products and machinery. Some attempts have been made to reduce the defective rate.

Furthermore, there are cases where seismic isolation performance is required for machines and facilities other than buildings.
For example, in data centers and the like, server machines are often subjected to seismic isolation measures with dampers and isolators to prevent data loss due to the impact of earthquakes.
In addition, for large-scale buildings in recent years, considering all the seismic isolation, vibration control and earthquake resistance, the safety is enhanced by combining these technologies.

As a base-isolated structure as described above, for example, a base-isolated structure disclosed in Patent Document 1 is known.
In this seismic isolation structure, the combination of the seismic isolation damper and the seismic isolation device keeps the building stationary against weak and slight vibrations such as moderate earthquakes, and effectively operates the seismic isolation device in the event of a large earthquake. It has a configuration like this.

In addition, there is known a seismic isolation device that includes a damper device together with the seismic isolation device and can reduce the degree of shaking transmitted to a building (see, for example, Patent Document 2).
In the seismic isolation device disclosed in Patent Document 2, the elastic body that is elastically deformed is a highly damped laminated rubber that bears lateral damping, and lead is disposed on the inner diameter of the seismic isolation rubber. Yes.

Japanese Patent Application Laid-Open No. 2006-241779 JP-A-9-317822

However, the conventional technology described above and the seismic isolation structure disclosed in Patent Documents 1 and 2 have the following problems.
In other words, in general earthquake-resistant structures, the stronger the resistance to earthquake, the stronger the seismic force inside the building, and the greater the level of shaking the higher the floor, There is a problem that human damage increases due to the movement and fall of furniture and fixtures.

In addition, in the structures of Patent Documents 1 and 2 using a seismic isolation device, the seismic isolation device and the damper device are configured to reduce the shaking of the building, but both devices are provided over the foundation and the building. Therefore, when the shaking at the time of earthquake acts on the foundation, the shaking is reduced by the action of both devices, but it does not eliminate the shaking itself of the building such as a house.
And even if the shaking at the time of the earthquake is reduced to, for example, about 1/3 to 1/4, if the shaking continues for a long time, it is uneasy both mentally and physically. In particular, shaking in a base-isolated structure is said to be similar to ship shaking, and it is uneasy if such shaking continues for a long time.

  By the way, in the Great East Japan Earthquake, long-period tremors were confirmed in high-rise buildings in the Kanto and Osaka areas far away from the epicenter. And in Tokyo, which recorded a seismic intensity of 5 or higher, one of the buildings without seismic isolation function, for example, the top floor of a high-rise building (240m) in Shinjuku shakes up to 1m to the left and right, and the shaking is over 10 minutes. Is said to have continued.

  On the other hand, according to the results of numerous surveys conducted by the Japan Seismic Isolation Structure Association and the results of analysis of multiple data, the Sendai City, which recorded a seismic intensity of 6 or higher, has a seismic isolation structure of 100 m or less. It is said that the shaking on the top floor was less than 40cm from side to side and 20cm from side to side in the Tokyo metropolitan area that recorded seismic intensity 5+.

As mentioned above, even in a base-isolated structure, if the epicenter is close or a large earthquake, for example, if an earthquake with a swing width of 40 cm on the left and right continues for several minutes, it is safe because it is a base-isolated structure. Even if I believe that, I still feel uneasy.
In the future, there is no doubt that an earthquake of the same magnitude as or greater than that of the Great East Japan Earthquake will not occur. Therefore, for example, it is desired to develop a structure having a structure such that a building such as a house is not affected by the earthquake even during a large earthquake.

(Object of invention)
The object of the present invention is proposed in order to solve the above-described problems, and is not affected even when a shake caused by an earthquake occurs, and can prevent the shake of the building and the damage of the earthquake. It is to provide a seismic foundation for the building.

By the way, in order to prevent a building from shaking even in the event of an earthquake, it is sufficient that the foundation of the building has a structure capable of absorbing the shaking of the earthquake. For this reason, the present invention is specifically configured as follows.
That is, in order to achieve the above-mentioned object, the earthquake-proof foundation structure of the building of the present invention includes a first foundation embedded in the bottom of the hole for the foundation, and is disposed above the first foundation and on the upper surface of the building. A plurality of first seismic isolation devices that are provided across the first foundation and the second foundation, and that move and mitigate the shaking of the earthquake that has acted on the first foundation; the al is provided over the second basic and the building is to absorb min with shaking earthquake propagated to the second basic from the first isolator to move laterally to prevent shaking of the building And a plurality of second seismic isolation devices ,
The first seismic isolation device and the second seismic isolation device are each composed of a plurality of first steel ball support devices and second steel ball support devices,
The plurality of first steel ball support devices,
One steel ball that contacts the inner bottom surface of the first foundation and the outer bottom surface of the second foundation, and an annular shape that is provided on the inner bottom surface of the first foundation and supports the steel balls in a rollable manner. A lower steel ball support frame, and an annular upper steel ball support frame that is provided on the outer bottom surface of the second foundation and supports the steel ball in a freely rolling manner.
The plurality of second steel ball support devices,
One steel ball in contact with the upper surface of the second foundation and the bottom surface of the building, and an annular lower steel ball that is provided on the upper surface of the second foundation and supports the steel ball in a rollable manner. A support frame, and an annular upper steel ball support frame that is provided on the bottom surface of the building and supports the steel ball in a freely rolling manner.
The widths of the lower steel ball support frames and the upper steel ball support frames are formed so that either one is wider than the other .
In addition, in the above, a building is not only a building such as a general apartment, but also a concept including, for example, a warehouse, a bridge girder, a steel tower, and various tanks.

According to the earthquake-proof foundation structure of the building of the present invention, when the first foundation moves in the lateral direction due to rolling, the steel ball of the first steel ball support device rolls following the movement. While moving laterally, the second foundation moves in the same direction as the first foundation by the frictional force between the steel ball and the second foundation .
At this time, the steel balls of the second steel ball support device follow the movement of the second foundation, but the steel balls of the second steel ball support device are the upper side and the lower side of the second steel ball support device. Since it rolls within the wide steel ball support frame, the inside of the wide steel ball support frame of the second steel ball support device absorbs the amount of movement of the second foundation . As a result, the outer foundation and the inner foundation are shaken by the earthquake, but the building is not shaken. Therefore, the building is not affected by the earthquake, and damage due to the earthquake can be prevented.
Further, in general, the laminated rubber device is considered unsuitable for building, for example, a one-story two-storied detached house, but the first steel ball support device and the second steel In the earthquake-proof foundation structure of a building using a ball support device, the overall weight is supported by the plurality of steel balls of the first steel ball support device and the second steel ball support device. Even it can respond. As a result, for example, it can be applied when building a one-story two-story detached house.
Furthermore, the 1st steel ball support apparatus and 2nd steel ball support apparatus which comprise the earthquake-proof foundation structure of the building of this invention are each provided with the steel ball, the lower side support frame, and the upper side support frame. Therefore, as compared with a general laminated rubber apparatus, it is possible to obtain special effects such as a simple configuration and low cost.

1 is an overall view showing a first embodiment of an earthquake-proof foundation structure for a building according to the present invention. FIG. 2 is a plan sectional view taken along line II-II in FIG. 1. It is the elements on larger scale which show the mutual relation of the outside foundation of the 1st embodiment, an inside foundation, the 1st seismic isolation device, the 2nd seismic isolation device, and a building. It is a partial cross-sectional exploded view which shows the state in the middle of attaching an inner foundation to the 1st seismic isolation apparatus in 1st Embodiment. It is detail drawing of the partial cross section which shows the state which attached the inner foundation to the 1st seismic isolation apparatus from the state of FIG. It is detail drawing of the partial cross section which shows the state which attached the 2nd seismic isolation apparatus in 1st Embodiment to the inner side foundation and the building. It is a whole schematic diagram showing each movement of the outside foundation, inside foundation, the 1st seismic isolation device, and the 2nd seismic isolation device at the time of the shake of an earthquake acting in a 1st embodiment. FIG. 8 is a partial detail view showing a movement of the outer foundation, the inner foundation, the first seismic isolation device, and the second seismic isolation device by enlarging a part of the state of FIG. 7. It is a longitudinal cross-section detail drawing which shows the movement of an outer foundation, a 1st seismic isolation device, an inner foundation, a 2nd seismic isolation device, and a building at the time of the first shaking transmitted from one side in 1st Embodiment. The longitudinal section showing the movement of the first seismic isolation device, the inner foundation, the second seismic isolation device and the building when the outer foundation is reversed by the periodic motion of the earthquake from the state of FIG. 9 and moved from the other side to the one side. FIG. It is a general view which shows 2nd Embodiment of the earthquake-proof foundation structure of the building which concerns on this invention. FIG. 12 is an overall plan sectional view taken along line XX in FIG. 11. It is the elements on larger scale which show the mutual relation of the outside foundation of the 2nd embodiment, the 1st seismic isolation device, the inside foundation, the 2nd seismic isolation device, and the damper device. It is an expanded longitudinal cross-sectional view which shows the detail of the damper apparatus in 2nd Embodiment. FIG. 15 is an enlarged longitudinal sectional view showing a state in which the inner foundation and the damper device are in contact with each other and the compression coil spring of the damper device is compressed from the state of FIG. 14. It is a front view along the YY line in FIG. It is a whole schematic diagram showing each movement of an outside foundation, an inside foundation, the 1st seismic isolation device, the 2nd seismic isolation device, and a damper device at the time of the shake of an earthquake acting in a 2nd embodiment. FIG. 18 is a partial detail view showing the respective movements of the outer foundation, the inner foundation, the first seismic isolation device, and the second seismic isolation device during an earthquake by enlarging part of FIG. 17. It is a longitudinal cross-sectional detail drawing which shows the movement of the outer side foundation, the one end part of a 1st seismic isolation device, and a damper apparatus when the first shaking is transmitted from one side in 2nd Embodiment. The longitudinal section showing the movement of the first seismic isolation device, the inner foundation, the second seismic isolation device and the building when the outer foundation is reversed by the periodic motion of the earthquake from the state of FIG. FIG. It is a partial expanded detail figure which shows 3rd Embodiment of the earthquake-proof foundation structure of the building which concerns on this invention. It is a longitudinal cross-sectional view which shows the partial expansion detail of the 2nd steel ball support apparatus in 3rd Embodiment. Overall schematic diagram showing the movement of the outer foundation, the first and second steel ball support devices, and the inner foundation when the first roll of the earthquake occurs from one side in the earthquake-proof foundation structure of the building of the third embodiment It is. The longitudinal section showing the movement of the first seismic isolation device, the inner foundation, the second seismic isolation device and the building when the outer foundation is reversed by the periodic motion of the earthquake from the state of FIG. 23 and moved from the other side to the one side. FIG. It is a whole surface view which shows 4th Embodiment of the earthquake-proof foundation structure of the building which concerns on this invention. It is a whole longitudinal cross-sectional view which shows the modification of 1st Embodiment which concerns on this invention. It is a whole longitudinal cross-sectional view which shows the other modification of 1st Embodiment based on this invention.

[First Embodiment]
Below, with reference to FIGS. 1-10, 1st Embodiment of the earthquake-proof foundation structure of the building which concerns on this invention is described in detail.

  1 is an overall view of the seismic foundation of the building of the first embodiment, FIG. 2 is a plan sectional view taken along the line II-II in FIG. 1, and FIG. 3 is an outer foundation, a first seismic isolation device, and an inner side. FIG. 4 and FIG. 5 are attachment state diagrams of the first seismic isolation device, and FIG. 6 is an attachment state diagram of the second seismic isolation device.

  As shown in FIGS. 1-6, the earthquake-proof foundation structure 10 of the building of 1st Embodiment comprises the outer foundation 11 which is the 1st foundation embed | buried under the bottom part of the hole GH for foundations, and this outer foundation 11. FIG. It is provided with the inner foundation 12 which is the second foundation on which the building 50 is constructed on the upper surface while being disposed above the bottom surface portion 11A.

  The earthquake-proof foundation structure 10 of the building is provided across the outer foundation 11 and the inner foundation 12, and a plurality of first immunities that partially displace and mitigate the shaking of the earthquake that has acted on the outer foundation 11. A plurality of first seismic isolation rubber devices 15 that are seismic devices, a plurality of seismic vibrations that are provided across the inner foundation 12 and the building 50 and that propagate from the outer foundation 11 to the inner foundation 12 by laterally displacing them. And a second seismic isolation rubber device 20 that is a second seismic isolation device.

A part of the first seismic isolation rubber device 15 has a function of moving in the same direction following the shaking when the outer foundation 11 moves laterally due to the shaking of the earthquake. Only a part of the seismic isolation rubber device 20 moves following the shaking of the inner foundation 12 and has a function of absorbing the movement of the inner foundation 12 in the remaining part.
That is, the building earthquake-proof foundation structure 10 according to the first embodiment is configured to prevent the shaking of the building by absorbing and canceling the shaking of the earthquake acting on the outside foundation 11 with the inside foundation 12.

  In FIG. 1, for example, the right side of the building 50 is displayed on one side and the left side of the building 50 is displayed on the other side.

As shown in FIGS. 1 and 2 and the like, the outer foundation 11 is embedded in the foundation hole GH, and has a bottom surface portion 11A having a predetermined thickness and four surfaces standing around the bottom surface portion 11A. The planar outer shape is a rectangular shape, and the entire shape is formed in a substantially bowl shape.
The planar outer shape of the outer base 11 is not limited to a rectangular shape, but may be a polygonal shape such as a pentagon, a circular shape, or the like.

The inner foundation 12 is formed in a planar rectangular shape corresponding to the planar outer shape of the bottom surface portion 11 </ b> A of the outer foundation 11. The inner foundation 12 is disposed in the concave inner space S of the outer foundation 11.
The inner foundation 12 is a solid foundation, and as shown in detail in FIGS. 4 and 5, an outer frame 12A formed of a steel plate and the like, and reinforcing ribs 12B arranged in a lattice shape to reinforce the outer frame 12A , And the concrete slurry 12C filled in the outer frame 12A.

  Moreover, as shown in FIG. 3, the space | interval of the inner surface of the side part 11B of the outer side foundation 11 and the outer side surface of the inner side foundation 12 is set to SP, and this space | interval SP is the largest vibration of the assumed earthquake. Is set to such a size that the outer foundation 11 and the inner foundation 12 do not collide during an earthquake.

  Here, in the production of a normal foundation such as a cloth foundation or a solid foundation, first, the ground is excavated to a predetermined depth. Next, a formwork is installed at the excavated position, a concrete slurry is poured into the formwork, and the fabric foundation is completed by removing the formwork after curing the concrete slurry.

However, as described above, the inner base 12 of the present embodiment is arranged in a state of being supported by the plurality of first laminated rubber devices 15 in the internal space S of the outer base 11. It is difficult to manufacture in the same process as the above-described normal foundation manufacturing.
Therefore, as an example, as shown in FIGS. 4 and 5, first, on the upper surface of the bottom surface portion 11A of the outer foundation 11, that is, on the upper surface of the first laminated rubber device 15 attached in advance to the inner bottom surface 11C, first, the inner foundation. The bottom surface of the 12 outer frames 12A are placed.

Next, the mounting bolt 16 is passed from the inside of the outer frame 12A through the mounting hole 12F formed in the bottom surface portion of the outer frame 12A and the mounting hole 15H of the upper flange 15F of the first laminated rubber device 15, and the mounting thereof. The bolt 16 is screwed into a nut 17 that is fixed to the back surface of the upper flange 15F by welding in advance, and the outer frame 12A of the inner base 12 is fixed to the first laminated rubber device 15.
Then, after filling concrete slurry 12C in outer frame 12A, inside foundation 12 is manufactured by curing.
Of course, the nut 17 may not be fixed in advance by welding.
Moreover, the manufacturing process of the inner foundation 12 is not limited to the above-described process, and may be manufactured by any method.

Further, when installing the outer frame 12A, it is preferable to arrange a plurality of detachable cradles (not shown) using a jack or the like in addition to the first laminated rubber device 15 in a balanced manner. By doing in this way, the concrete slurry 12C can be stably filled in the outer frame 12A.
Then, after curing of the filled concrete slurry 12C is completed and solidified and the inner foundation 12 is completed, those pedestals may be removed from the internal space S. It may be left as it is.

  Returning to FIG. 1, the inner space S between the outer foundation 11 and the inner foundation 12 is deformed in the lateral direction in response to the shaking in the lateral directions A and B (see FIGS. 9 and 12) due to the earthquake, The first laminated rubber device 15 is provided to alleviate the shaking.

The first laminated rubber device 15 is disposed at a plurality of locations (five in this embodiment; see FIG. 2) between the inner bottom surface 11C of the outer base 11 and the outer bottom surface 12D of the inner base 12.
However, the first laminated rubber device 15 is evenly arranged corresponding to the size and weight of the building 50 and the size and weight of the inner foundation 12 when designing the building. You may arrange | position in the place, 30 places, or more places.

  As shown in FIGS. 3 to 5, the first laminated rubber device 15 includes a device main body 15A, and an upper flange 15F integrally attached to the device main body 15A at the upper end of the device main body 15A, A lower flange 15E attached integrally with the apparatus main body 15A is provided at the lower end of the apparatus main body 15A.

As described above, the apparatus main body 15A overlaps a large number of thin rubber sheets 15B and thin steel plates 15C that are set based on the required performance, and the outer periphery of each of the 15B and 15C is made weather resistant. It is formed by coating with excellent coating rubber or the like and integrally vulcanizing and bonding them all.
Therefore, it is possible to retain very high rigidity in the vertical direction due to the reinforcing effect of the steel plate 15C, and inherent low rigidity due to the thin rubber sheet 15B in the lateral direction.
And, it has a function of absorbing and mitigating the seismic force transmitted to the building 50 by low horizontal rigidity and large shear deformation of rubber during an earthquake while supporting the building 50 for a long time by the high vertical rigidity.

The lower flange 15E of the first laminated rubber device 15 is fixed to the inner bottom surface 11C of the outer foundation 11 by a plurality of mounting bolts 18 such as anchor bolts.
Further, as described above, the upper flange 15F is fixed to the outer bottom surface 12D of the inner base 12, whereby the first laminated rubber device 15 is fixed over the inner base 12 and the outer base 11.

  In the first seismic isolation rubber device 15, when the outer foundation 11 moves laterally due to the rolling of the earthquake, the lower flange 15 </ b> E moves following the movement of the outer foundation 11, and accordingly, the apparatus main body 15 </ b> A and The upper flange 15F has a function of moving behind the movement of the outer foundation 11 and the lower flange 15E. As a result, the inner base 12 follows the movement of the outer base 11 and moves in the same direction with a delay.

As shown in FIGS. 4 and 6, the first laminated rubber device 15 configured as described above is set to the outer diameter dimension Φ and the height dimension H of the apparatus main body 15 </ b> A, and the inner foundation 12 and the building 50 are set. Are set so as to be able to cope with the total scale of the earthquake and to be sufficiently adapted to the magnitude of the assumed earthquake, and a large number are provided corresponding to the building 50. And each has performance, such as flexible deformability.
The first laminated rubber device 15 is composed of a high-damping laminated rubber device having a quick rest function after an earthquake in addition to controlling the swing width. However, the first laminated rubber device 15 may be constituted by a general natural laminated rubber or a lead-containing rubber device. In this case, although not shown, it is preferable to use a damper device such as an oil damper together.

As shown in FIGS. 3 and 6, a second laminated rubber device 20 that constitutes a second seismic isolation device is disposed between the inner foundation 12 and the building 50. The second laminated rubber device 20 has substantially the same structure as the first laminated rubber device 15.
That is, as shown in FIG. 6, the second laminated rubber device 20 includes a device main body 20A, and an upper flange 20F integrally attached to the device main body 20A at the upper end of the device main body 20A. A lower flange 20E attached integrally with the apparatus main body 20A is provided at the lower end of the apparatus main body 20A.

  Similarly to the apparatus main body 15A, the apparatus main body 20A overlaps a large number of thin rubber sheets 20B and thin steel plates 20C that are set based on the required performance, and the outer periphery of these 20B and 20C. It is formed by integrally vulcanizing and bonding a coated rubber having excellent weather resistance.

As for the 2nd laminated rubber apparatus 20, the lower flange 20E is being fixed to the upper surface 12E of the inner foundation 12 with the attachment bolts 21, such as an anchor bolt. Further, the upper flange 20F screwes the mounting bolt 22 inserted into the outer frame 51 of the building 50 from the inner foundation 12 side into the back nut 23 fixed in advance by welding inside the outer frame 51. Thus, the second laminated rubber device 20 is fixed to the upper surface 12E of the inner foundation 12 and the outer frame 51 of the building 50.
Of course, the back nut 23 may not be a nut fixed by welding in advance. Further, the attachment structure between the second laminated rubber device 20 and the building 50 may be any structure. In short, the upper flange 20F of the second laminated rubber device 20 may be fixed to the building 50.

As shown in FIG. 6, the second laminated rubber device 20 is set so that the device main body portion 20 </ b> A is set to the outer diameter dimension Φ <b> 1 and the height dimension H <b> 1 and can correspond to the combined weight of the building 50. Has been.
Further, the second laminated rubber device 20 is set so as to sufficiently cope with an assumed earthquake scale, and a plurality of second laminated rubber devices 20 are provided corresponding to the size of the building 50, and each of them is a flexible deformation. It has performance such as property.
In addition, about the arrangement | positioning ratio of the 2nd lamination | stacking rubber | gum apparatus 20 with respect to one pillar of the building 50 is also performed.

  In the second seismic isolation device 20, when the inner foundation 12 moves in the lateral direction, only the lower flange 20 </ b> E and the lower side of the apparatus main body 20 </ b> A, that is, the lower flange 20 </ b> E side follow the movement of the inner foundation 12. In addition, the outer diameter dimension Φ1 and the height dimension H1 are set so as to absorb and move the inner base 12 that has moved.

As explained above, only a part of the lower flange 20E side of the main body 20A of the second laminated rubber device 20 is deformed following the movement of the inner base 12 as much as it moves.
As a result, the amount of movement of the inner base 12 and the amount of deformation of a part of the second laminated rubber device 20 are offset, but the upper flange 20F of the second laminated rubber device 20 and the upper flange The position of the building 50 to which 20F is fixed does not change.
That is, even in the event of an earthquake, the building 50 will not shake.

  Returning to FIG. 1, a step is formed between the upper surface of the inner foundation 12 and the upper surface of the outer foundation 11, and the foundation is used to block the internal space S between the outer foundation 11 and the inner foundation 12 using this step. A lid 13 is provided. The base lid 13 may be provided integrally with the inner base 12 or may be manufactured as a separate member and attached later.

When the foundation lid 13 and the inner foundation 12 are manufactured as separate members, the foundation lid 13 is configured to follow the movement of the inner foundation 12.
Further, a cover member 14 for protecting the second laminated rubber device 20 from the external environment is provided on the side surface of the building 50 over the side surface and the upper surface of the foundation lid 13. Is also configured to follow the movement of the inner foundation 12.
Although not shown, the foundation lid 13 is provided with an opening that communicates with the interior space S, and the interior of the interior space S is entered through the opening to perform maintenance of the first laminated rubber device 15. It can be done.
The cover member 14 is also provided with an opening (not shown) in the same manner as described above, and the second laminated rubber device 20 can be maintained using this opening.

[The state of shaking during an earthquake]
Next, based on FIGS. 7 to 10, when an earthquake occurs and the roll acts on the outer foundation 11, the outer foundation 11, the inner foundation 12, the first laminated rubber device 15, and the second laminated rubber. The state of shaking of the apparatus 20 and the building 50 will be described.

  FIG. 7 shows the overall relationship between the movement of the outer foundation 11, the inner foundation 12, the first laminated rubber device 15, and the second laminated rubber device 20 when the earthquake rolls and the building 50. FIG. 8 is a partial detail view of FIG.

First, the periodicity of ground motion will be explained.
Many earthquake motions are said to have an excellent period portion in the range of about 0.2 to 1 second (this will be described below as earthquake periodic motion).
In the case of a rigid structure of about 10 stories or less, that is, an earthquake-resistant structure, the natural period may enter the spectral resonance region. However, it is said that the acceleration response value can be significantly reduced in a base-isolated structure having a natural period of 2 seconds or more.

As shown in FIG. 7, when an earthquake roll first acts on the outer foundation 11, the outer foundation 11 moves in the direction of the arrow A1 or B1, and the lower flange of the first laminated rubber device 15 follows the movement. 15E moves in the same direction.
Then, following the movement of the lower flange 15E, the upper flange 15F side moves with a delay, and the first laminated rubber device 15 is deformed to one side or the other side as indicated by a virtual line.
At the same time, the inner foundation 12 moves in the lateral direction as indicated by the phantom line, that is, one side or the other side as indicated by arrows A1 and B1.

When the outer foundation 11 and the inner foundation 12 move to one side or the other side, the second laminated rubber device 20 has its lower flange 20E following the movement of the inner foundation 12, and the lower flange 20E side of the apparatus main body 20A. Only a part of is deformed so as to absorb the amount of movement of the inner base 12.
Therefore, the upper flange 20F of the second laminated rubber device 20 fixed to the outer bottom surface of the building 50 does not move, and the building 50 remains at the reference position RP. That is, the building 50 does not shake laterally.

  Next, based on FIG. 8, the movement of the outer foundation 11, the inner foundation 12, the first laminated rubber device 15, and the second laminated rubber device 20 will be described in more detail.

  Now, when the roll of an earthquake acts on the outer foundation 11 as indicated by an arrow A from one side and the outer foundation 11 moves in the direction of the arrow A1 (the other side) by the swing width L, for example, the outer foundation The lower flange 15E of the first laminated rubber device 15 fixed to 11 also moves in the direction of the arrow A1 by the swing width L.

  Simultaneously with the movement of the lower flange 15E, the main body 15A and the upper flange 15F of the first laminated rubber device 15 also move in the same direction as the lower flange 15E. However, since the apparatus main body 15A is configured by alternately laminating thin rubber sheets 15B and thin steel plates 15C as described above, the entire apparatus main body 15A does not move in the same shape, Since each of the rubber sheet 15B and the thin steel plate 15C moves so as to shift in order, the moving speed of the upper flange 15F becomes slower than the moving speed of the lower flange 15E.

Moreover, as described above, since the periodic motion of the earthquake is 0.2 to 1 second, when the lower flange 15E moves by the swing width L in the arrow A1 direction, the outer foundation 11 and the lower flange 15E are reversed, and the arrow B1 direction It moves to.
For this reason, the upper flange 15F also reverses when it slightly moves in the A1 direction, that is, when the swing width L1 moves. The swing width L1 is the amount of movement of the upper flange 15F, in other words, the inner base 12, and the amount of movement is less than the swing width L, which is the amount of movement of the lower flange 15E.

Here, when the outer foundation 11 and the lower flange 15E move in one direction, for example, in the direction of the arrow A1, the lower flange 15E and the upper flange 15F move in the same direction, but when the outer foundation 11 and the lower flange 15E are reversed, both 15E and 15E move instantaneously in opposite directions.
That is, at the moment when the lower flange 15E is reversed, the upper flange 15F is still moving in the direction of the arrow A1 due to the inertia of the inner base 12 to which the upper flange 15F is integrally fixed.
At this time, the device main body 15A of the first laminated rubber device 15 is in a deformed state as shown by an oblique I-shaped deformed shape AM as indicated by an imaginary line.

Further, as shown in FIG. 8, when the earthquake roll acts on the outer foundation 11 from the direction of arrow B, the movement of the outer foundation 11, the lower flange 15E, the apparatus main body 15A, the upper flange 15F, and the inner foundation 12 is also performed. Moves in the same manner as described above.
That is, when the outer foundation 11 moves in the direction of arrow B1 (one side) by the swing width LL, the lower flange 15E also moves in the same direction by the swing width LL. Next, when the lower flange 15E moves in the arrow B1 direction by the swing width LL, the outer foundation 11 and the lower flange 15E are reversed and moved in the arrow A1 direction.

Therefore, the upper flange 15F is reversed when it slightly moves in the B1 direction, that is, when it moves by the swing width LL1. The swing width LL1 is the amount of movement of the upper flange 15F, in other words, the inner base 12, and the amount of movement is smaller than the swing width LL, which is the amount of movement of the lower flange 15E.
At this time, the device main body 15A of the first laminated rubber device 15 is in a state of being deformed as shown by a diagonally inverted I-shaped deformed shape BM as indicated by an imaginary line.
Thereafter, the same movement as above is repeated by the periodic motion of the earthquake until the shaking of the earthquake subsides.

  Here, the sum of the swing width L and the swing width LL toward the one and the other sides of the lower flange 15E of the first laminated rubber device 15 is the swing width of the reciprocating motion of the earthquake, and the upper flange 15F. The sum of the swing width L1 and the swing width LL1 to one side and the other side is the swing width of the reciprocating motion of the mitigated earthquake transmitted to the inner foundation 12.

  Next, the movement of the second laminated rubber device 20 will be described with respect to the movement of the outer foundation 11, the inner foundation 12, and the first laminated rubber device 15 as described above.

As shown in FIG. 8, when the first laminated rubber device 15 is deformed in the direction of the arrow A1 and the inner base 12 is moved by the swing width L1 in the direction of the arrow A1 following the deformation, the second laminated rubber device 20 is used. The lower flange 20E follows the movement of the inner base 12 and moves in the arrow A1 direction by the swing width L1.
Accordingly, only a part on the inner base 12 side in the apparatus main body 20A of the second laminated rubber apparatus 20 moves in the arrow A1 direction following the lower flange 20E.
At this time, the apparatus main body 20A of the second laminated rubber apparatus 20 is in a state of an oblique I-shaped deformation shape AQ.

Further, when the inner foundation 12 moves by the swing width LL1 in the direction of the arrow B1, the lower flange 20E of the second laminated rubber device 20 moves by the swing width LL1 in the direction of the arrow B1 following it. Accordingly, only a part on the inner base 12 side in the apparatus main body 20A of the second laminated rubber apparatus 20 moves in the direction of the arrow B1 following the lower flange 20E.
At this time, the apparatus main body 20A of the second laminated rubber apparatus 20 is in a state of a deformed shape BQ having a diagonally inverted I shape.

As described above, even if the inner foundation 12 moves in the direction of arrow A1 or reversely moves in the direction of arrow B1, the lower flange 20E of the second laminated rubber device 20 and a part of the device main body 20A on the inner foundation 12 side. Only follows the movement of the inner foundation 12 and absorbs the movement of the inner foundation 12, and the upper flange 20F of the second laminated rubber device 20 does not move.
That is, since the upper flange 20F is fixed to the building 50, the reference position RP of the building 50 does not change. As a result, the building 50 does not shake even during an earthquake, and damage due to the earthquake can be prevented.

  Here, with respect to the swing widths L and LL, the swing widths L1 and LL1 are respectively reduced to about 1/3 to 1/4, for example, and the swing widths L and LL and L1 and LL1 are It is assumed that they are almost the same at the very initial stage of the periodic motion.

  Next, the overall movement described with reference to FIGS. 7 and 8 will be described in more detail with reference to FIGS.

First, from the state of FIGS. 1 and 3, as shown by the arrow A in FIG. 9, when the lateral roll of the earthquake acts on the outer foundation 11 with the swing width L from one side of the outer foundation 11, the outer foundation 11 is moved to the arrow A1. Move along the direction by the swing width L.
Then, the lower flange 15E of the first laminated rubber device 15 also moves together with the outer base 11 in the direction of the arrow A1 by the swing width L, and follows this, so that the device main body 15A and the upper flange of the first laminated rubber device 15 are moved. 15F also moves in the direction of arrow A1. At this time, the apparatus main body 15A and the upper flange 15F move behind the movement of the lower flange 15E, and the apparatus main body 15A has the deformed shape AM.

When the upper flange 15F of the first laminated rubber device 15 moves along the arrow A1 direction by the swing width L1, the inner base 12 moves along the arrow A1 direction by the swing width L1 following this, and the second laminate The lower flange 20E of the rubber device 20 also moves along the arrow A1 direction by the swing width L1. Accordingly, the apparatus main body 20A is deformed like a deformed shape AQ, and only a part of the apparatus main body 20A on the inner base 12 side moves in the same direction and absorbs the movement of the inner base 12.
However, the upper flange 20F of the second laminated rubber device 20 does not move, and the reference position RP of the building 50 does not change. That is, the building 50 does not shake.

After the outer foundation 11 and the inner foundation 12 move to the other side along the arrow A1 direction, as shown in FIG. 10, the outer foundation 11 is reversed by the periodic motion of the earthquake, and moves to the one side along the arrow B1 direction. It moves with the swing width LL.
At the same time, following the movement of the outer base 11, the lower flange 15E of the first laminated rubber device 15 moves in the direction of the arrow B1 along the arrow B1 direction by the swing width LL, and the main body of the first laminated rubber device 15 The portion 15A becomes the deformed shape BM.

At this time, the upper flange 15F of the first laminated rubber device 15 moves to the one side along the direction of the arrow B1 by the swing width LL1, and the inner base 12 also moves in the direction of the arrow B1 by the swing width LL1 following it. .
When the inner base 12 moves by the swing width LL1, only the lower flange 20E of the second laminated rubber device 20 moves along the arrow B1 direction by the swing width LL1. At this time, the device main body 20A of the second laminated rubber device 20 is deformed like a deformed shape BQ, and a part of the device main body 20A on the inner base 12 side absorbs the movement of the inner base 12.
However, even in this case, the upper flange 15F does not move, and the reference position RP of the building 50 does not always change. That is, the building 50 does not shake.

Thereafter, until the shaking of the earthquake subsides, the outer foundation 11 periodically moves to one side and the other side, and the inner foundation 12 also moves to one side and the other side following that.
However, even in that case, since the part of the main body 20A of the second laminated rubber device 20 absorbs the movement of the inner foundation 12, the reference position RP of the building 50 does not always change. That is, the building 50 does not shake even during an earthquake.

  Next, a series of movements when the first roll of the earthquake is applied to the outer foundation 11 from the opposite side of FIG.

When the earthquake roll acts on the outer foundation 11 from the direction of arrow B as shown in FIG. 10, the outer foundation 11, the lower flange 15E of the first laminated rubber device 15 and the like are reversed from the state of FIG. It is substantially the same as FIG. 10 explaining the state.
That is, the outer base 11 moves along the arrow B1 direction by the swing width LL, the lower flange 15E of the first laminated rubber device 15 also moves along the arrow B1 direction by the swing width LL, and the first laminated rubber device 15 The apparatus main body 15A has a deformed shape BM.

At the same time, only the inner base 12 and a part of the main body 20A of the second laminated rubber device 20 move, and the main body 20A of the second laminated rubber device 20 has a deformed shape BQ.
From the above state, when the outer foundation 11 is reversed due to the periodic motion of the earthquake, it is substantially the same as the state of FIG.
Thereafter, until the shaking of the earthquake subsides, the outer foundation 11 periodically moves to one side and the other side, and the inner foundation 12 also moves to one side and the other side following that. However, even in that case, the reference position RP of the building 50 does not always change.

As described in detail above, the amount (swing width) by which the upper flange 15F of the first laminated rubber device 15 is deformed to one side or the other side, and the lower flange 20E of the second laminated rubber device 20 is on one side. Or the amount of deformation (swing width) to the other side is the same.
Since the second laminated rubber device 20 is configured to absorb only the amount of movement of the inner foundation 12, the outer foundation 11 and the inner foundation 12 are moved to one side or the other side by the periodic movement of the earthquake. However, the reference position RP of the building 50 does not always change. That is, the building 50 does not shake even during an earthquake.

  In other words, only the inner foundation 12 and the outer foundation 11 reciprocate in the lateral direction to one side or the other side with respect to the building 50, but the building 50 does not move. That is, the building 50 is not shaken.

[Effects of First Embodiment]
According to the earthquake-proof foundation structure 10 of the first embodiment configured as described above, the following effects can be obtained.
(1) When rolling occurs during an earthquake and the outer foundation 11 moves in the lateral direction, the first laminated rubber device 15 changes following the movement and the inner foundation 12 moves in the same direction as the outer foundation 11. At this time, the lower flange 20 </ b> E of the second laminated rubber device 20 follows the movement of the inner foundation 12, and the amount of movement of the inner foundation 12 is used as the inner foundation of the apparatus main body 20 </ b> A in the second laminated rubber device 20. Part of the 12 side absorbs. For this reason, when an earthquake occurs, the outer foundation 11 and the inner foundation 12 move while oscillating, but the building 50 does not move and does not move. As a result, since the building 50 is not affected by the earthquake, damage due to the earthquake can be prevented.

(2) Even if an earthquake occurs, the outer foundation 11 and the inner foundation 12 shake laterally due to the action of the first laminated rubber device 15 and the second laminated rubber device 20, but the building 50 shakes. Therefore, the earthquake-proof foundation structure 10 is not limited to buildings such as houses, and can be applied to factories that handle precision products and machines. As a result, it is possible to prevent adverse effects on the operation of precision products and machines, and it is not necessary to urgently stop the production line or the like.

(3) Even if an earthquake occurs, the outer foundation 11 and the inner foundation 12 shake in the lateral direction, but the building 50 does not shake due to the action of the first laminated rubber device 15 and the second laminated rubber device 20. Therefore, not only a building such as a house, but also the earthquake-proof foundation structure 10 of the building can be applied to a building such as a data center, for example. As a result, server machines and the like in the data center can be protected from impact, and data loss can be prevented.

(4) The outer base 11 is formed in the shape of a bowl with the bottom surface portion 11A and the side surface portion 11B rising around the bottom surface portion 11B, and the side surface portion 11B is a foundation hole HG having a predetermined depth. It is provided in contact with the peripheral side surface. Therefore, even if the site is a soft ground that causes a liquefaction phenomenon, the side surface portion 11B of the outer foundation 11 serves as a breakwater so that the liquefaction phenomenon does not reach the inner foundation 12, etc. The liquefaction phenomenon can be prevented.

(5) Since the internal space S is provided between the outer base 11 and the inner base 12, and a plurality of first laminated rubber devices 15 are disposed in the internal space S, the first laminated When it becomes necessary to perform maintenance on the rubber device 15, the internal space S can be used. As a result, maintenance is easy.

(6) An internal space S is provided between the outer foundation 11 and the inner foundation 12, and the inner space S is closed with a foundation lid 13. Therefore, it is possible to prevent an obstacle or the like from entering the internal space S between the outer foundation 11 and the inner foundation 12 from the outside.

(7) Since the cover member 14 is provided across the side surface of the building 50 and the top surface of the foundation lid 13, the second laminated rubber device 20 disposed between the building 50 and the inner foundation 12 is externally provided. When it is necessary to perform maintenance of the second laminated rubber device 20, it is possible to protect from the environment, and the building 50 and the inner foundation 12 are made using the doorway formed in a part of the cover member 14. Therefore, maintenance of the second laminated rubber device 20 is easy.

[Second Embodiment]
Next, based on FIGS. 11-20, 2nd Embodiment of the earthquake-proof foundation structure of the building which concerns on this invention is described.

〔overall structure〕
First, the whole structure of the earthquake-proof foundation structure 30 of the building of this 2nd Embodiment is demonstrated based on FIG.

  As shown in FIGS. 11 and 12, the earthquake-proof foundation structure 30 of the building is provided with a plurality of damper devices 35 between the inner surface 11 </ b> D of the side surface portion 11 </ b> B of the outer foundation 11 and the outer surface 12 </ b> F of the inner foundation 12. The damper device 35 absorbs the lateral shaking of the earthquake acting on the outer foundation 11 and attenuates the earthquake energy.

  In the second embodiment, only the damper device 35 is provided in the earthquake-proof foundation structure 10 of the building of the first embodiment, and other structures and members used are the same as those in the first embodiment. Therefore, the same components as those in the first embodiment are denoted by the same reference numerals, and only different structures will be described in detail.

As shown in detail in FIGS. 13 to 15, the damper device 35 includes a compression coil spring 38 having a predetermined spring force, and as shown in FIG. 12, the longitudinal and lateral directions of the inner side surface 11 </ b> D of the outer foundation 11. In total, for example, 10 pieces are arranged at substantially equal positions.
However, the damper device 35 is arranged corresponding to the scale, size, weight, etc. of the inner foundation 12 and the building 50, and any number of damper devices 35 may be arranged.

  The damper device 35 includes a planar rectangular fixed plate 36, a U-shaped spring support member 37 fixed to the fixed plate 36, a base end fixed to the fixed plate 36, and a distal end on the inner base side. The fixing coil 36 is fixed to the inner side surface 11D of the side surface portion 11B of the outer base 11 by, for example, an anchor bolt 39.

  The compression coil spring 38 has a predetermined spring force that can absorb and dampen the energy of the earthquake when the outer foundation 11 moves laterally due to shaking during an earthquake and comes into contact with the outer surface 12F of the inner foundation 12. It is formed with a diameter, an outer diameter, and a length.

The distance between the inner side surface 11D and the outer side surface 12F of the inner base 12 in the side surface portion 11B of the outer base 11 is set to SP1 having a size larger than the distance SP because the damper device 35 is disposed. On the other hand, the projecting dimension of the spring support member 37 from the inner side surface 11D of the outer base 11 is set to L5 (see FIG. 14).
And the space | interval of the front-end | tip of the spring support member 37, inner surface 11D, and the outer surface 12F of the inner base 12 is set to the substantially same space | interval as the said space | interval SP of 1st Embodiment.

The distal end of the compression coil spring 38 protrudes from the distal end of the spring support member 37 to the outer surface 12F side of the inner base 12 and extends to a position away from the outer surface 12F of the inner base 12 by the dimension L6. The dimension L6 is set to a gap dimension that does not hinder the mounting of the damper device 35 within the interval SP1, for example, about 5 mm.
However, it is not limited to about 5 mm. Although attachment is difficult, you may provide in the state which the front-end | tip of the compression coil spring 38 and the outer surface 12F of the inner side foundation | substrate 12 were substantially contacted.

When the damper device 35 is set to dimensions as shown in FIGS. 13 and 14, when the outer foundation 11 moves in the direction of the arrow A1 as shown in FIG. Comes into contact with the outer surface 12F of the inner base 12 and is compressed. As a result, the energy of the earthquake is absorbed and attenuated by the compression coil spring 38.
Then, in the event of a large earthquake of the expected scale, the compression coil spring 38 is compressed to the maximum extent as shown in FIG.

[The state of shaking during an earthquake]
Next, based on FIGS. 17 to 20, the outer foundation 11, the inner foundation 12, the first laminated rubber device 15, the second laminated rubber device 20, and the construction when the roll of the earthquake acts on the outer foundation 11. The state of shaking of the object 50 will be described.

  The state of shaking at the time of the earthquake in the seismic structure 30 of the building of the second embodiment is substantially the same as that of the seismic structure 10 of the building of the first embodiment. However, the building earthquake-proof structure 30 according to the second embodiment is different from the first embodiment in that the inner foundation 12 is particularly subjected to the action of the damper device 35. Therefore, it demonstrates centering on the site | part in which the damper apparatus 35 is concerned.

  FIG. 17 shows the correlation between the movement of the outer foundation 11, the inner foundation 12, the first laminated rubber device 15, the second laminated rubber device 20, and the damper device 35 and the building 50 when the earthquake roll is applied. FIG. 18 is a partial detailed view of FIG.

  As shown in FIGS. 17 and 18, when the roll of the earthquake first acts on the outer foundation 11, after the lower flange 15 </ b> E of the first laminated rubber device 15 moves following the movement of the outer foundation 11, Following the movement of the lower flange 15E, the device main body 15A and the upper flange 15F of the first laminated rubber device 15 are deformed to one side or the other side as indicated by phantom lines.

That is, when the outer base 11 moves by the swing width L in the direction of the arrow A1, the deformation shape of the device main body 15A of the first laminated rubber device 15 becomes the AM, and when the outer base 11 moves by the swing width LL in the direction of the arrow B1, The deformation shape of the apparatus main body 15A of the first laminated rubber apparatus 15 is the BM.
When the main body 15A of the first laminated rubber device 15 has a deformed shape AM or BM, the inner base 12 is accompanied by a horizontal direction as indicated by a virtual line, that is, as indicated by arrows A1 and B1, It moves by the swing width L1 to one side, or moves by the swing width LL1 to the other side.

Here, when the outer base 11 and the lower flange 15E of the first laminated rubber device 15 move along the direction of the arrow A1, the tip of the compression coil spring 38 (see FIG. 17) of the damper device 35 contacts the side surface of the inner base 12. At the same time, the inner base 12 is pressed.
That is, the energy of the earthquake that has acted on the outer foundation 11 is absorbed and attenuated by the compression coil spring 38.

When the outer foundation 11 and the inner foundation 12 move to one side or the other side, the second laminated rubber device 20 has its lower flange 20E following the movement of the inner foundation 12, and the inner foundation 12 side in the apparatus main body 20A. Part of the inner base 12 moves by the amount of movement of the inner base 12, that is, the swing width L1 or the swing width LL1, and deforms to absorb the amount of movement of the inner base 12.
At this time, the device body 20A of the second laminated rubber device 20 has the deformed shape AQ or the deformed shape BQ as described above.
Therefore, the upper flange 20F of the second laminated rubber device 20 fixed to the bottom surface of the building 50 does not move, and the building 50 remains at the reference position RP. That is, the building 50 does not shake laterally.

[Overall shaking during an earthquake]
Next, the overall movement will be described in more detail with reference to FIGS.

  First, from the state of FIG. 11, as shown by the arrow A in FIG. 19, when the earthquake rolls from one side of the outer foundation 11, the outer foundation 11 moves by the swing width L along the arrow A <b> 1 direction, The lower flange 15E of the first laminated rubber device 15 also moves in the direction of the arrow A1, and at this time, the device main body 15A of the first laminated rubber device 15 has a deformed shape AM.

  When the outer foundation 11 moves in the direction of the arrow A1 by the swing width L, the tip of the compression coil spring 38 of the one-side damper device 35 provided on the outer foundation 11 abuts on one end face of the inner foundation 12. As a result of pressing the end face, the compression coil spring 38 is instantaneously reduced, but thereafter, an urging force in the A1 direction is applied to the inner base 12. And when the front-end | tip of the compression coil spring 38 contact | abuts to the end surface of the one side of the inner side foundation 12, and presses the end surface, the energy of an earthquake is absorbed and attenuated.

  Further, when the inner foundation 12 moves in the A1 direction, the compression coil spring 38 of the other damper device 35 is compressed by the inner foundation 12. As a result, the earthquake energy is absorbed and attenuated by the action.

As described above, in the earthquake-proof foundation structure 30 of the building according to the second embodiment, when the outer foundation 11 moves to one side or the other side, as a result of the compression coil spring 38 coming into contact with the side surface of the inner foundation 12, for example, On the side it is compressed instantaneously and on the other side it is compressed on the inner foundation 12.
Since the compression coil spring 38 is instantaneously compressed in two directions, the effect of absorbing and attenuating earthquake energy is great.

When the inner foundation 12 moves in the direction of the arrow A1, the lower flange 20E of the second laminated rubber device 20 fixed to the upper surface 12E of the inner foundation 12 also moves in the same direction by the swing width L1.
At this time, the shape of the main body 20A of the second laminated rubber device 20 is the deformed shape AQ, and the position of the upper flange 20F of the second laminated rubber device 20 is not changed. The 50 reference positions R and P are not changed.

  Next, as shown in FIG. 20 from the state of FIG. 19, the outer foundation 11 and the lower flange 15 </ b> E of the first laminated rubber device 15 are reversed by the periodic motion of the earthquake and moved by the swing width LL in the direction of arrow B <b> 1. When this happens, the lower flange 15E of the first laminated rubber device 15 also moves in the direction of the arrow A1, and at this time, the device main body 15A of the first laminated rubber device 15 has a deformed shape BM.

  When the outer foundation 11 moves in the direction of arrow B1 by the swing width LL, the tip of the compression coil spring 38 of the other damper device 35 provided on the outer foundation 11 abuts on the other end face of the inner foundation 12. As a result of pressing the end face, the compression coil spring 38 is instantaneously reduced, but thereafter, an urging force in the B1 direction is applied to the inner base 12. And when the front-end | tip of the compression coil spring 38 contact | abuts the other end surface of the inner side foundation 12, and presses the end surface, the energy of an earthquake is absorbed and attenuated.

  When the inner foundation 12 moves in the B1 direction, the compression coil spring 38 of the damper device 35 on one side is compressed by the inner foundation 12. As a result, the earthquake energy is absorbed and attenuated by the action.

When the inner base 12 moves in the arrow B1 direction by the swing width LL, the lower flange 20E of the second laminated rubber device 20 fixed to the upper surface 12E of the inner base 12 also moves in the same direction by the swing width LL1. Move to.
At this time, the shape of the main body 20A of the second laminated rubber device 20 is the deformed shape BQ, the position of the upper flange 20F of the second laminated rubber device 20 does not change, and the building The 50 reference positions R and P are not changed.

  Next, a series of movements when the first roll of the earthquake is applied to the outer foundation 11 from the opposite side of FIG.

When the earthquake roll acts on the outer foundation 11 from the direction of arrow B as shown in FIG. 20, the outer foundation 11, the lower flange 15E of the first laminated rubber device 15 and the like are reversed from the state of FIG. It is substantially the same as FIG. 20 explaining the state.
Further, when the outer base 11 and the like are reversed from the state of FIG. 20, the state is that of FIG.

[Effects of Second Embodiment]
In the second embodiment as described above, substantially the same effects as the above (1) to (7) can be obtained, and the following effects can be obtained.
(8) A plurality of damper devices 35 are disposed between the inner surface 11D of the side surface portion 11B of the outer foundation 11 and the outer surface 12B of the inner foundation 12, and the outer foundation 11 shakes in the lateral direction during an earthquake. When this occurs, the tip of the compression coil spring 38 of the damper device 35 on one side comes into contact with the side surface of the inner base side 12 and is compressed by both bases 11 and 12. In this case, the tip of the compression coil spring 38 on the other side is also compressed on the other side surface of the inner base side 12. As a result, since the compression coil spring 38 is compressed on both the one side and the other side, the shaking of the earthquake is absorbed and the energy is attenuated, so that the shaking can be reduced.

[Third Embodiment]
Next, based on FIGS. 21-24, 3rd Embodiment of the earthquake-proof foundation structure of the building which concerns on this invention is described.

The earthquake-proof foundation structure 60 of the building of the third embodiment includes a first steel ball support device 62 and a second steel ball support device 66, respectively, as a first seismic isolation device and a second seismic isolation device. It is a thing.
In the third embodiment, only the seismic isolation device is different from each of the above embodiments, and the other structures and members used are the same as those in the first embodiment. Only different structures will be described in detail.

As shown in FIGS. 21 and 22, the first steel ball support device 62 is disposed at a plurality of locations between the inner bottom surface 11 </ b> C of the bottom surface portion 11 </ b> A of the outer foundation 11 and the outer bottom surface 12 </ b> D of the inner foundation 12. The second steel ball support devices 66 are arranged at a plurality of positions between the upper surface 12E of the inner foundation 12 and the bottom surface 50A of the building 50.
Further, the first steel ball support device 62 is arranged at the same arrangement position as the first laminated rubber device 15.

Each of the first steel ball support devices 62 includes one steel ball 63 having a predetermined outer dimension, and the steel ball 63 is an annular lower support frame fixed to the inner bottom surface 11C of the outer foundation 11. 64 and an annular upper support frame 65 fixed to the outer bottom surface 12 </ b> D of the inner foundation 12 so as to be able to roll.
Then, the moving speed of the inner foundation 12 is configured to be slower than the moving speed of the outer foundation 11 due to the frictional force generated when the steel ball 63 rolls.

  The lower support frame 64 includes a support plate 64A and an annular frame member 64B that is fixed to the support plate 64A and surrounds the outer periphery of the steel ball. The upper support frame 65 includes the support plate 65A and the support plate 65A. It is composed of an annular frame member 65B that is fixed to the support plate 65A and surrounds the outer periphery of the steel ball 63.

  Here, the inner diameter of the annular frame member 65B of the upper support frame 65 is formed larger than the inner diameter of the annular frame member 64B of the lower support frame 64. Therefore, when the earthquake shake acts on the outer foundation 11 and the outer foundation 11 moves in the lateral direction, the steel ball 63 rolls in the annular frame member 65B of the upper support frame 65. The lateral movement of the inner foundation 12 can be suppressed, so that the energy of the earthquake can be absorbed and attenuated, and the seismic force can be mitigated.

As shown in FIG. 21, when the steel ball 63 is at the center position of the annular frame 64B of the lower support frame 64, the distance between the outer periphery of the steel ball 63 and the inner diameter of the annular frame member 64B is For example, the size of the frame 64B is set so as to be the swing widths L1 and LL1.
The swing widths L1 and LL1 are substantially the same as the horizontal movement distances L1 and LL1 of the inner foundation 12 of the first and second embodiments, and are suitable for moderate earthquakes, for example, earthquakes with seismic intensity of about 3 and 4. It is set to be compatible.

The second steel ball support device 66 is arranged at a plurality of locations corresponding to the second steel ball support device 66 and is arranged at the same arrangement position as the second laminated rubber device 15.
The second steel ball support device 66 includes a steel ball 63A having a predetermined outer dimension. The steel ball 63A includes a lower support frame 67 fixed to the upper surface 12E of the inner foundation 12, and a building. The upper support frame 68 fixed to the bottom surface 50A of the 50 is supported so as to be able to roll.
And it is comprised so that the part which the inner base 12 moves can be absorbed by the upper side support frame 68 fixed to the bottom face 50A of the building 50 by the frictional force at the time of rolling of the steel ball 63A.

  The lower support frame 67 includes a support plate 67A and an annular frame member 67B that is fixed to the support plate 67A and surrounds the outer periphery of the steel ball 63A. The upper support frame 68 includes a support plate 68A, It is composed of an annular frame member 68B that is fixed to the support plate 68A and surrounds the outer periphery of the steel ball 63A.

Here, the inner diameter of the annular frame member 68 </ b> B of the upper support frame 68 is formed larger than the inner diameter of the annular frame member 67 </ b> B of the lower support frame 67. Therefore, when the inner foundation 11 moves laterally following the shaking of the earthquake transmitted from the outer foundation 11, the amount of shaking of the inner foundation 11 is absorbed, and the annular frame member 68 </ b> B of the upper support frame 68. Since the steel ball 63A rolls in the frame member 68B , the frame member 68B does not move. That is, the shaking of the building 50 can be prevented, and thereby the reference position RP of the building 50 can be maintained.

When the steel ball 63 is at the center position of the annular frame member 68B of the upper support frame 68, the distance between the outer periphery of the steel ball 63 and the inner diameter of the annular frame member 68B is, for example, the swing widths L and LL. The size of the frame member 68B is set.
The swing widths L and LL are substantially the same as the horizontal movement distances L and LL of the outer foundation 11 of the first and second embodiments, so that a large earthquake, for example, an earthquake with a seismic intensity of 7 or more can be handled. Is set.

As shown in FIG. 22, the center portion 68AA of the support plate 68A of the upper support frame 68 is formed in an inverted bowl shape in an annular frame member 68B. That is, the inverted bowl shape has a slight inclination in a direction descending from the center in the frame member 68B toward the periphery. For this reason, the steel ball 63A is normally held in the center of the bowl, so that the building 50 does not shake even if a small earthquake shakes or a strong wind blows.
Further, the central portion of the support plate 65A of the upper support frame 65 is also formed in an inverted bowl shape within the annular frame member 65B, as described above.

  In the first steel ball support device 62, the configuration of the upper support frame 65 may be provided on the outer base 11, and the configuration of the lower support frame 64 may be provided on the inner base 12. In the second steel ball support device 66, the structure of the lower support frame 67 may be provided on the building 50, and the structure of the upper support frame 68 may be provided on the upper surface of the inner foundation 12.

As shown in FIGS. 23 and 24, in the earthquake-proof foundation structure 60 of the third embodiment, the damper device 35 is provided across the outer foundation 11 and the inner foundation 12, and extends over the inner foundation 12 and the building 50. An oil damper device 69 is provided.
The oil damper device 69 includes a fixing member 69A that is suspended from the bottom surface of the building 50, a fixing member 69B that is erected on the upper surface of the inner foundation 12, and a damper that is held horizontally by these fixing members 69A and 69B. The main body 69C is provided.
The oil damper device 69 also serves to prevent the building 50 from being shaken by a strong wind or the like during normal times, that is, when there is no earthquake.

  Next, the state of shaking of the earthquake-proof foundation structure 60 of the third embodiment configured as described above due to an earthquake will be described with reference to FIGS.

Now, as shown by an arrow A in FIG. 23, when the roll of an initial earthquake acts on the outer foundation 11 from one side, the outer foundation 11 moves to the other side by the swing width L in the arrow A1 direction.
Then, the support plate 64A of the lower support frame 64 moves in the same direction as the swing width L together with the outer base 11, and at this time, the steel ball 63 also rolls while being surrounded by the frame member 64B of the support plate 64A. Move to the side. Further, the steel ball 63 and the frame member 65B of the upper support frame 65 are engaged with the movement of the support plate 64A of the lower support frame 64, and the frame member 65B and the support plate 64A, and thus the inner base 12 is moved outward. Move in the same direction as the foundation 11.

When the outer foundation 11 moves along the direction of the arrow A1, the tip of the compression coil spring 38 of the damper device 35 comes into contact with the side surface of the inner foundation 12 and is compressed, so that the inner foundation 12 is pressed. That is, the energy of the earthquake that has acted on the outer foundation 11 is absorbed and attenuated by the compression coil spring 38.
At this time, the compression coil spring 38 of the damper device 35 on the other side is compressed by being pressed against the side surface of the inner foundation 12 that has moved to the other side due to the vibration, so that the damper device 35 also absorbs the energy of the earthquake on the other side. And will be attenuated.

On the other hand, in the second steel ball support device 66, the support plate 67 </ b> A of the lower support frame 67 fixed to the upper surface 12 </ b> E of the inner foundation 12 follows the movement of the inner foundation 12 to the other side. 12 and move to the other side.
At this time, the steel ball 63A moves within the frame member 68B of the upper support frame 68 by the amount of movement of the inner base 12, but the support plate 68B of the upper support frame 68 does not move. That is, the building 50 does not move, and the reference position R · P does not change.

  When the inner foundation 12 moves along the arrow A1 direction, the damper main body 69C of the oil damper device 69 acts, and the energy of the earthquake acting on the inner foundation 12 is absorbed and attenuated by the oil damper device 69. .

After that, as shown in FIG. 24, the outer foundation 11 is reversed and moved to one side along the direction of the arrow B1 by the periodic motion of the earthquake, and the first steel ball support device 62 and the second steel ball are moved. The inner base 12 moves to one side by the action of the support device 66. Also at this time, the building 50 does not move, and the reference position RP does not change.
Even at this time, the action of the damper device 35 and the oil damper device 69 absorbs and attenuates the earthquake energy acting on the outer foundation 11 and the earthquake energy acting on the inner foundation 12.

  Thereafter, due to the periodic motion of the earthquake, the outer foundation 11 and the inner foundation 12 move to one side or the other side until the shaking of the earthquake subsides, and the state of FIG. 25 is reached when the shaking of the earthquake converges.

[Effect of the third embodiment]
In the earthquake-proof foundation structure 60 for a building according to the third embodiment as described above, substantially the same effects as the above (2) to (8) can be obtained, and the following effects can be obtained.
(9) When rolling occurs during an earthquake and the outer foundation 11 moves laterally, the steel ball 63 also moves to the other side within a range surrounded by the frame member 64B of the support plate 64A while rolling. At this time, the steel ball 63A moves within the frame member 68B of the upper support frame 68 by the amount of movement of the inner base 12, but the support plate 68B of the upper support frame 68 does not move.
That is, the building 50 does not move, and the reference position R · P does not change. As a result, since the building 50 is not affected by the earthquake, damage due to the earthquake can be prevented.

(10) The first laminated rubber device 15 and the second laminated rubber device 20 of the first and second embodiments are generally structural in order to build a one-story detached house, for example. Although it is considered unsuitable, in the earthquake-proof foundation structure 60 of the building of the third embodiment, the entire weight is supported by the first steel ball support device 62 and the second steel ball support device 66. Even if the overall weight of the object is light, it can be handled. As a result, for example, it can be applied when building a one-story two-story detached house.

(11) The first steel ball support device 62 includes a steel ball 63, a lower support frame 64, and an upper support frame 65, and the second steel ball support device 66 is made of steel. Since the sphere 63A, the lower support frame 67, and the upper support frame 68 are configured, the configuration is simpler than the first laminated rubber device 15 and the second laminated rubber device 20, and Cost is also low.

[Fourth Embodiment]
Next, based on FIG. 25, 4th Embodiment of the earthquake-proof foundation structure of the building which concerns on this invention is described.

The earthquake-proof foundation structure 70 of the building of the fourth embodiment uses a solid foundation-like first foundation 71 instead of the outer foundation 11 configured in a bowl shape of each of the embodiments as the first foundation. Yes, the inner foundation 12 as the second foundation is provided above the first foundation 71.
The first rubber device 15 is arranged as a plurality of first seismic isolation devices between the first foundation 71 and the inner foundation 12, and a plurality of them are provided between the second foundation 72 and the building 50. The second rubber device 20 is arranged as a second seismic isolation device.

  In the fourth embodiment, only the first base 71 is different from each of the above embodiments, and other structures and used members are substantially the same. Only the details will be described.

  As shown in FIG. 25, the earthquake-proof foundation structure 70 of the building of the fourth embodiment includes a first foundation 71 embedded in the bottom surface of the foundation hole GH excavated in the site, and the first foundation 71. The inner base 12 is arranged on the upper surface and the building 50 is constructed on the upper surface.

As described above, the first foundation 71 is formed in a solid foundation shape, and the first foundation 71 is formed wider than the inner foundation 12, and the difference space between the two foundations 71 and 12 is the swing width of the inner foundation 12. The space SP can be accommodated.
In addition, a retaining wall 72 having a predetermined plate thickness is provided around the foundation hole GH. The retaining wall 72 is made of, for example, a concrete wall having a predetermined thickness, and is installed in a state of being in contact with the side surface of the first foundation 71.

A plurality of the first seismic isolation rubber devices 15 are arranged between the first foundation 71 and the inner foundation 12 as described above, and a plurality of the first foundation 71 and the building 50 are arranged between the first foundation 71 and the inner foundation 12. The second seismic isolation rubber device 20 is disposed.
Although not shown, the damper device 35 of the second embodiment or a plurality of oil dampers are provided between the retaining wall 72 and the side surface of the inner foundation 12 and between the inner foundation 12 and the building 50. May be.

  Also in the earthquake-proof foundation structure 70 of the building of the fourth embodiment as described above, the first foundation 71, the inner foundation 12, the first seismic isolation rubber device 15, and the second seismic isolation rubber device 20 in the event of an earthquake. Since the shaking state is substantially the same as that of each of the embodiments, the description thereof is omitted.

[Effects of Fourth Embodiment]
According to the earthquake-proof foundation structure 70 of the building of the fourth embodiment as described above, the following effects can be obtained in addition to substantially the same effects as the above (1) to (7). .
(12) Since the first foundation 71 has a solid foundation shape, it is a simple structure as compared with the outer foundation 11 of the earthquake-proof foundation structure 10, 30, 60 of the building of the first to third embodiments, As a result, manufacture is easy.

  As described above, the present invention has been described with reference to the respective embodiments, but the present invention is not limited to the respective embodiments. Various changes that can be understood by those skilled in the art can be made to the configuration and details of the present invention. Further, the present invention includes a combination of some or all of the configurations of the above-described embodiments as appropriate.

For example, in the first embodiment, the building 50 has been described on the assumption that it is built on ordinary land. However, as shown in FIG. 26, the land of a soft ground layer where liquefaction may occur. You may build it.
In this case, a protective wall 85 that protects the outer foundation 11 from liquefaction of the soft ground layer is provided around the outer foundation 11 so that the tip portion is supported by the supporting ground layer through the soft ground layer. This protective wall 85 is comprised by the concrete wall formed in the steel sheet pile or predetermined thickness, for example. In the soft ground layer below the outer bottom surface of the outer foundation 11, the steel slag 80 is filled over a predetermined thickness as a ground reinforcement.

In this way, the same effects as (1) to (7) can be obtained,
(13) Even when the building 50 is built on the soft ground layer, a protective wall 85 is disposed on the outer periphery of the outer foundation 11, and the protective wall 85 has a tip portion penetrating the soft ground layer to support the ground layer. Therefore, even when an earthquake occurs and a liquefaction phenomenon occurs in the soft ground layer, the liquefaction can be prevented by the protective wall 85. The outer foundation 11 itself can cope with the liquefaction phenomenon to some extent, and since the protective wall 85 is provided, it can cope with the liquefaction phenomenon more firmly, and as a result, the damage of the liquefaction can be avoided.

(14) Since the steel slag 80 having a predetermined thickness as the ground reinforcing material is packed in the soft ground layer below the outer bottom surface of the foundation 11, the ground of the soft ground layer can be strengthened. Moreover, it can respond | correspond firmly by a liquefaction phenomenon with the protective wall 85, As a result, the damage of liquefaction can be avoided.

Further, for example, the building 50 according to the first embodiment may be constructed on the land of a soft ground layer where a liquefaction phenomenon may occur, as shown in FIG.
That is, in this deformed shape, a large number of foundation piles 90 are connected to the bottom surface portion of the outer foundation 11, and the tip ends of these foundation piles 90 penetrate through the soft ground layer and the non-soft ground layer to support the ground. It reaches into the layer and is supported by the supporting ground layer.

And if it does in this way, the effect similar to said (1)-(7) can be acquired,
(15) A large number of foundation piles 90 are connected to the bottom surface portion of the outer foundation 11, and the tip portions of these foundation piles 90 pass through the soft ground layer and the non-soft ground layer and reach the support ground layer, Since the outer foundation 11 is firmly supported by the foundation pile 90 even when an earthquake occurs and the liquefaction phenomenon occurs in the soft ground layer, it is built on the soft ground layer. Even when the object 50 is built, damage from liquefaction can be avoided.

  In the second embodiment, the compression coil spring 38 constituting the damper device 35 is provided across the inner surface 11D of the side surface portion 11B of the outer base 11 and the outer surface 12B of the inner base 12, but the damper device uses a spring. It is not limited to what you did. A plurality of oil dampers may be provided across the inner surface 11D of the outer foundation 11 and the outer surface 12B of the inner foundation 12. Furthermore, a plurality of known laterally U-shaped lead dampers may be provided across the inner bottom surface 11C of the outer foundation 11 and the outer bottom surface 12D of the inner foundation 12.

  Further, an oil damper device equivalent to the oil damper device 69 of the earthquake-proof foundation structure 60 of the third embodiment is provided between the inner foundation 12 and the building 50 in the earthquake-proof foundation structures 10 and 30 of the first and second embodiments. May be provided.

The first steel ball support device 62 and the second steel ball support device 66 constituting the earthquake-proof foundation structure 60 of the building of the third embodiment are applied to replace the building with a warehouse or a convenience store. It can also be applied to prevent shaking such as large shelves, commercial refrigerators, large archives, and baskets.
That is, the fixing member corresponding to the outer foundation 11 of the third embodiment is fixed to the floor surface corresponding to the hole for the foundation, and the steel ball support device similar to the first steel ball support device 62 is provided above the fixing member. A seismic structure in which a moving member corresponding to the inner base 12 is disposed via the above-mentioned large shelf and the like are attached above the moving member via a steel ball support device similar to the second steel ball support device 66. It can be.
If it does in this way, it can prevent that the various goods accommodated in a large shelf etc. fall down by the shake of an earthquake.

Moreover, it is good also as a structure which combined the earthquake-proof foundation structure 10 and 30 of the building of the said 1st, 2 embodiment and the earthquake-proof foundation structure 60 of the building of 3rd Embodiment.
That is, the first laminated rubber device 15 is disposed between the outer foundation 11 and the inner foundation 12, and the second steel ball support device 68 is disposed between the inner foundation 12 and the building 50. But you can.
Or conversely, that is, the first steel ball support device 62 is disposed between the outer foundation 11 and the inner foundation 12, and the second laminated rubber device 20 is disposed between the inner foundation 12 and the building 50. An arrangement may be adopted.

  The present invention can be used when building a building such as a house.

10 Seismic foundations for buildings (first embodiment)
11 Wedge-shaped outer foundation (first foundation)
11A Inner bottom surface of outer foundation 11B Inner surface of outer foundation 12 Inner foundation (second foundation)
12A Outer bottom surface of inner foundation 12B Outer surface of outer foundation 15 First laminated rubber device 15E as first seismic isolation device Lower flange 12F Upper flange 20 Second laminated rubber device 20E as second seismic isolation device Below Flange 20F Upper flange 30 Seismic foundation structure for buildings (second embodiment)
35 damper device 38 compression coil spring constituting the damper device 50 building 60 earthquake-proof foundation structure of building (third embodiment)
62 1st steel ball support device which is the 1st seismic isolation device 68 2nd steel ball support device which is the 2nd seismic isolation device 70 Earthquake-proof foundation structure of a building (4th Embodiment)
71 First foundation 72 Retaining wall 90 Foundation pile

Claims (3)

A first foundation embedded in the bottom of the foundation hole;
A second foundation disposed above the first foundation and having a building constructed on the upper surface;
A plurality of first seismic isolation devices that are provided across the first foundation and the second foundation to move and mitigate the shaking of the earthquake that has acted on the first foundation;
The al is provided over the second basic and the building is to absorb amount corresponding to the earthquake shaking propagated to the second basic from the first isolator to move laterally to prevent shaking of the building And a plurality of second seismic isolation devices ,
The first seismic isolation device and the second seismic isolation device are each composed of a plurality of first steel ball support devices and second steel ball support devices,
The plurality of first steel ball support devices,
One steel ball that contacts the inner bottom surface of the first foundation and the outer bottom surface of the second foundation, and an annular shape that is provided on the inner bottom surface of the first foundation and supports the steel balls in a rollable manner. A lower steel ball support frame, and an annular upper steel ball support frame that is provided on the outer bottom surface of the second foundation and supports the steel ball in a freely rolling manner.
The plurality of second steel ball support devices,
One steel ball in contact with the upper surface of the second foundation and the bottom surface of the building, and an annular lower steel ball that is provided on the upper surface of the second foundation and supports the steel ball in a rollable manner. A support frame, and an annular upper steel ball support frame that is provided on the bottom surface of the building and supports the steel ball in a freely rolling manner.
An earthquake-proof foundation structure for a building, wherein the lower steel ball support frame and the upper steel ball support frame are formed so that one of them is wider than the other . In the earthquake-proof foundation structure of the building according to claim 1,
One of the steel ball support frames is used as the upper steel ball support frame and the other steel ball support frame is used as the lower steel ball support frame. An anti- seismic foundation structure for buildings, which is shaped like an inverted bowl with a hollow center . In the earthquake-proof foundation structure of the building according to claim 1,
A plurality of first damper devices are provided between the first foundation and the second foundation to absorb and damp lateral shaking of the first foundation due to an earthquake,
A plurality of second damper devices are provided between the second foundation and the building to absorb and damp lateral vibrations propagated from the first foundation to the second foundation,
When the one end of the first damper device is fixed to the inner side surface of the side surface portion of the first foundation and the other end side faces the side surface side of the second foundation and abuts against the side surface of the second foundation, It is configured with a spring member that presses the foundation,
An earthquake-proof foundation structure for a building, wherein the second damper device comprises an oil damper whose fixed end portions are fixed to the second foundation and the building .

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