JPH1193456A - Base isolating structure - Google Patents

Base isolating structure

Info

Publication number
JPH1193456A
JPH1193456A JP27364697A JP27364697A JPH1193456A JP H1193456 A JPH1193456 A JP H1193456A JP 27364697 A JP27364697 A JP 27364697A JP 27364697 A JP27364697 A JP 27364697A JP H1193456 A JPH1193456 A JP H1193456A
Authority
JP
Japan
Prior art keywords
movable member
base
earthquake
uneven portion
isolated
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP27364697A
Other languages
Japanese (ja)
Inventor
Koji Maehata
耕司 前畑
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP27364697A priority Critical patent/JPH1193456A/en
Publication of JPH1193456A publication Critical patent/JPH1193456A/en
Pending legal-status Critical Current

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  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

PROBLEM TO BE SOLVED: To use a base isolating structure to prevent the displacement of a base-isolated structure due to high winds, etc., under a normal state, and to surely isolate the base of the base-isolated structure in an earthquake. SOLUTION: A base isolating structure includes a movable member 7 vertically movably and horizontally non-movably mounted on a base-isolated structure 2 and a fixed member 9 having a second irregular part 10 on its upper surface and fixed to a foundation structure 3, the first irregular part 8 of the movable member 7 freely removably fitting into the second irregular part 10. The base isolating structure includes a sensor 11 for detecting shaking, a determination/control means 12 for determining whether or not an earthquake has occurred, a lock/unlock mechanism 13 enabling the movable member 7 to rise in response to an unlock command signal from the determination/control means 12, and a resilient member 14 raising the movable member 7. After an earthquake has ended, the movable member 7 is lowered by a fitted state restoration member 15 to a position where the first irregular part 8 fits into the second irregular part 10.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、免震構造体に関す
る。
TECHNICAL FIELD The present invention relates to a seismic isolation structure.

【0002】[0002]

【従来の技術】一般家屋やその他比較的小さい建物等の
被免震構造体を、地震時に、大地側の基礎構造体に対し
て自由に横揺れするように構成した免震構造体として、
従来、被免震構造体の下部に固着される板片と、基礎構
造体の上部に固着される板片と、上下の板片の間に介装
される球体と、から成るものが公知であった。
2. Description of the Related Art Seismic isolation structures, such as ordinary houses and other relatively small buildings, are provided as seismic isolation structures that are configured to freely roll with respect to a ground-side foundation structure during an earthquake.
2. Description of the Related Art Conventionally, it is known that a plate is fixed to a lower part of a base-isolated structure, a plate is fixed to an upper part of a foundation structure, and a sphere is interposed between upper and lower plate. there were.

【0003】[0003]

【発明が解決しようとする課題】しかし、上述のような
従来の免震構造体は、地震時以外の通常状態に於ても、
被免震構造体が基礎構造体に対して横揺れ可能であるた
め、強風時の風力や大型車両の走行を起因とする振動等
により被免震構造体の位置ずれが生じてしまうという欠
点があった。
However, the above-mentioned conventional seismic isolation structure as described above can be used in a normal state other than during an earthquake.
Since the seismic isolated structure can roll over the base structure, there is a disadvantage that the seismic isolated structure may be displaced due to the wind caused by strong winds or vibration caused by the traveling of large vehicles. there were.

【0004】そこで、本発明は、上述の欠点を解消し
て、通常状態に於て風力等の外力による被免震構造体の
位置ずれを防止することができると共に、地震時に被免
震構造体を確実に免震できる免震構造体を提供すること
を目的とする。
Accordingly, the present invention solves the above-mentioned drawbacks, can prevent the displacement of the base-isolated structure due to an external force such as wind force in a normal state, and can prevent the base-isolated structure from being displaced during an earthquake. It is an object of the present invention to provide a seismic isolation structure capable of reliably isolating earthquakes.

【0005】[0005]

【課題を解決するための手段】上述の目的を達成するた
めに、本発明に係る免震構造体は、被免震構造体と基礎
構造体の間に設けられる免震支持部と、下端面に第1凹
凸部が形成されると共に上記被免震構造体に上下動可能
かつ水平移動不可能に取付けられる可動部材と、該可動
部材の第1凹凸部が嵌合・離脱自在に嵌合する第2凹凸
部を上面に有すると共に上記基礎構造体に固着される固
定部材と、揺れを検出するセンサーと、該センサーから
送られる信号を比較演算して地震か否かを判別すると共
に解除命令信号を出力する判別・制御手段と、通常状態
に於て上記可動部材を第1凹凸部が第2凹凸部に嵌合す
る下降位置に保持すると共に上記判別・制御手段からの
解除命令信号を受けて上記可動部材を上昇可能とするロ
ック・解除機構と、該ロック・解除機構の解除に伴って
上記可動部材を上昇させる弾発部材と、地震終了後に上
記可動部材を第1凹凸部が第2凹凸部に嵌合する位置に
下降させる嵌合状態復帰機構と、を備えたものである。
In order to achieve the above object, a seismic isolation structure according to the present invention includes a seismic isolation support provided between a seismic isolated structure and a foundation structure, and a lower end surface. And a movable member which is attached to the seismic isolated structure so as to be vertically movable and non-movable horizontally, and the first concave / convex portion of the movable member is fitably and detachably fitted. A fixing member having a second concave / convex portion on the upper surface and fixed to the substructure, a sensor for detecting shaking, and a signal sent from the sensor for comparing and calculating to determine whether or not an earthquake has occurred, And a determination / control means for outputting a signal, and in a normal state, holding the movable member at a lowered position where the first concave / convex portion is fitted to the second concave / convex portion, and receiving a release command signal from the determination / control means. A lock / release mechanism that allows the movable member to be lifted; A resilient member that raises the movable member when the lock / release mechanism is released, and a fitting state return mechanism that lowers the movable member to a position where the first concave / convex portion fits into the second concave / convex portion after the end of the earthquake. And with.

【0006】また、被免震構造体と基礎構造体の間に設
けられる免震支持部と、上端面に第1凹凸部が形成され
ると共に上記基礎構造体に上下動可能かつ水平移動不可
能に取付けられる可動部材と、該可動部材の第1凹凸部
が嵌合・離脱自在に嵌合する第2凹凸部を下面に有する
と共に上記被免震構造体に固着される固定部材と、揺れ
を検出するセンサーと、該センサーから送られる信号を
比較演算して地震か否かを判別すると共に解除命令信号
を出力する判別・制御手段と、通常状態に於て上記可動
部材を第1凹凸部が第2凹凸部に嵌合する上昇位置に保
持すると共に上記判別・制御手段からの解除命令信号を
受けて上記可動部材を下降可能とするロック・解除機構
と、該ロック・解除機構の解除に伴って上記可動部材を
下降させる弾発部材と、地震終了後に上記可動部材を第
1凹凸部が第2凹凸部に嵌合する位置に上昇させる嵌合
状態復帰機構と、を備えたものである。
Further, a seismic isolation support provided between the base-isolated structure and the base structure, a first uneven portion formed on the upper end surface, and the base structure can move up and down and cannot move horizontally. A movable member attached to the movable member, a fixed member fixed to the seismic isolated structure having a second uneven portion on a lower surface of which the first uneven portion of the movable member fits and removably fits. A sensor for detecting, a discriminating / controlling means for comparing and calculating a signal sent from the sensor to discriminate whether or not it is an earthquake and outputting a release command signal; A lock / release mechanism for holding the movable member at a raised position to be fitted to the second concave / convex portion and for allowing the movable member to descend in response to a release command signal from the determination / control means; Resilient part for lowering the movable member When, those having a fitting state returning mechanism for raising the movable member after the earthquake finished position where the first concave-convex portion is fitted into the second concave-convex portion.

【0007】また、被免震構造体と基礎構造体の間に設
けられる免震支持部と、下端面に第1凹凸部が形成され
ると共に上記被免震構造体に上下動可能かつ水平移動不
可能に取付けられる可動部材と、該可動部材の第1凹凸
部が嵌合・離脱自在に嵌合する第2凹凸部を上面に有す
ると共に上記基礎構造体に固着される固定部材と、揺れ
を検出するセンサーと、該センサーから送られる信号を
比較演算して地震か否かを判別すると共に解除命令信号
を出力する判別・制御手段と、通常状態に於て上記可動
部材を第1凹凸部が第2凹凸部に嵌合するように下降さ
せると共に上記判別・制御手段からの解除命令信号を受
けて上記可動部材を上昇させる昇降駆動機構と、を備え
たものである。
Further, a seismic isolation support provided between the seismic isolated structure and the base structure, and a first uneven portion formed on a lower end surface of the seismic isolated structure, are vertically movable and horizontally movable on the seismic isolated structure. A movable member that is impossible to be attached, a fixed member that has a second uneven portion on the upper surface to which the first uneven portion of the movable member is fitted and removably fitted, and is fixed to the base structure; A sensor for detecting, a discriminating / controlling means for comparing and calculating a signal sent from the sensor to discriminate whether or not it is an earthquake and outputting a release command signal; A lifting / lowering drive mechanism for lowering the movable member in response to a release command signal from the determination / control means and lowering the movable member so as to fit the second concave / convex portion.

【0008】また、被免震構造体と基礎構造体の間に設
けられる免震支持部と、上端面に第1凹凸部が形成され
ると共に上記基礎構造体に上下動可能かつ水平移動不可
能に取付けられる可動部材と、該可動部材の第1凹凸部
が嵌合・離脱自在に嵌合する第2凹凸部を下面に有する
と共に上記被免震構造体に固着される固定部材と、揺れ
を検出するセンサーと、該センサーから送られる信号を
比較演算して地震か否かを判別すると共に解除命令信号
を出力する判別・制御手段と、通常状態に於て上記可動
部材を第1凹凸部が第2凹凸部に嵌合するように上昇さ
せると共に上記判別・制御手段からの解除命令信号を受
けて上記可動部材を下降させる昇降駆動機構と、を備え
たものである。
In addition, a seismic isolation support provided between the base-isolated structure and the base structure, a first uneven portion formed on an upper end surface, and the base structure can move up and down and cannot move horizontally. A movable member attached to the movable member, a fixed member fixed to the seismic isolated structure having a second uneven portion on a lower surface of which the first uneven portion of the movable member fits and removably fits. A sensor for detecting, a discriminating / controlling means for comparing and calculating a signal sent from the sensor to discriminate whether or not it is an earthquake and outputting a release command signal; A lifting drive mechanism that raises the movable member so as to fit into the second uneven portion and that lowers the movable member in response to a release command signal from the determination / control means.

【0009】また、被免震構造体と基礎構造体の間に設
けられる免震支持部と、下端部に弾性体被覆部を有する
と共に上記被免震構造体に上下動可能かつ水平移動不可
能に取付けられる可動部材と、該可動部材の弾性体被覆
部が挿入・離脱自在に挿入されると共に内周面に多数の
球体が回転自在に保持される凹部を有し上記基礎構造体
に固着される固定部材と、揺れを検出するセンサーと、
該センサーから送られる信号を比較演算して地震か否か
を判別すると共に解除命令信号を出力する判別・制御手
段と、通常状態に於て上記可動部材を弾性体被覆部が凹
部に挿入するように下降させると共に上記判別・制御手
段からの解除命令信号を受けて上記可動部材を上昇させ
る昇降駆動機構と、を備えたものである。
Also, a seismic isolation support provided between the seismic isolated structure and the base structure, and an elastic covering portion at a lower end, and the seismic isolated structure can move up and down and cannot move horizontally. A movable member attached to the movable member, and a concave portion into which an elastic body covering portion of the movable member is inserted / removably inserted and a number of spheres are rotatably held on an inner peripheral surface, and is fixed to the above-mentioned basic structure. A fixed member, a sensor for detecting shaking,
A determination / control means for comparing and calculating signals sent from the sensor to determine whether or not an earthquake has occurred and to output a release command signal, and to insert the movable member into the concave portion of the elastic member in the normal state. And a lifting drive mechanism for raising the movable member in response to a release command signal from the determination / control means.

【0010】また、被免震構造体と基礎構造体の間に設
けられる免震支持部と、上端部に弾性体被覆部を有する
上記基礎構造体に上下動可能かつ水平移動不可能に取付
けられる可動部材と、該可動部材の弾性体被覆部が挿入
・離脱自在に挿入されると共に内周面に多数の球体が回
転自在に保持される凹部を有し上記被免震構造体に固着
される固定部材と、揺れを検出するセンサーと、該セン
サーから送られる信号を比較演算して地震か否かを判別
すると共に解除命令信号を出力する判別・制御手段と、
通常状態に於て上記可動部材を弾性体被覆部が凹部に挿
入するように上昇させると共に上記判別・制御手段から
の解除命令信号を受けて上記可動部材を下降させる昇降
駆動機構と、を備えたものである。
[0010] Further, the base-isolated support portion provided between the base-isolated structure and the base structure, and the base structure having an elastic covering portion at an upper end portion are attached to the base structure so as to be able to move vertically and not to move horizontally. A movable member having a concave portion into which an elastic covering portion of the movable member is removably inserted and a plurality of spheres are rotatably held on an inner peripheral surface, and fixed to the seismic isolated structure; A fixing member, a sensor that detects shaking, a comparison / calculation of a signal sent from the sensor, a determination / control unit that determines whether or not an earthquake has occurred and outputs a release command signal,
A lifting drive mechanism for raising the movable member so that the elastic covering portion is inserted into the concave portion in a normal state, and lowering the movable member in response to a release command signal from the determination / control means. Things.

【0011】また、平面的に見て、可動部材と固定部材
が、夫々、少なくとも2か所に配設されているのが好ま
しい。また、地震により基礎構造体に対して位置ずれし
た被免震構造体を、可動部材の第1凹凸部と固定部材の
第2凹凸部が相互に嵌合可能となる通常位置に復元させ
る復元手段を、備えているのが望ましい。また、地震に
より基礎構造体に対して位置ずれした被免震構造体を、
可動部材の弾性体被覆部が固定部材の凹部に挿入可能と
なる通常位置に復元させる復元手段を、備えている。
In a plan view, it is preferable that the movable member and the fixed member are respectively provided at at least two places. Restoring means for restoring the base-isolated structure displaced from the base structure due to the earthquake to a normal position where the first uneven portion of the movable member and the second uneven portion of the fixed member can be fitted to each other. It is desirable to have. In addition, the seismically isolated structure that is displaced from the foundation structure due to the earthquake,
Restoring means is provided for restoring to a normal position where the elastic covering portion of the movable member can be inserted into the concave portion of the fixed member.

【0012】[0012]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて詳説する。
Embodiments of the present invention will be described below in detail with reference to the drawings.

【0013】図2と図3は、本発明に係る免震構造体を
一般家屋に適用した簡略図を示し、この免震構造体1
は、被免震構造体2と基礎構造体3の間に設けられる免
震支持部4…と、基礎構造体3に対して被免震構造体2
を連結固定・切離し可能な被免震構造体固定部5,5
と、を備えている。免震支持部4は、基礎構造体3に固
着される下固定片31と、被免震構造体2に固着される上
固定片32と、下固定片31と上固定片32の間に介装される
と共に下固定片31の上面と上固定片32の下面に転動自在
に当接する多数の球体33…と、から成る。
FIG. 2 and FIG. 3 are simplified diagrams in which the seismic isolation structure according to the present invention is applied to a general house.
Are the base-isolated supports 4 provided between the base-isolated structure 2 and the base structure 3, and the base-isolated structure 2
Seismic isolated structure fixing parts 5, 5 that can be connected and fixed
And The seismic isolation support 4 includes a lower fixing piece 31 fixed to the base structure 3, an upper fixing piece 32 fixed to the seismic isolated structure 2, and an interposition between the lower fixing piece 31 and the upper fixing piece 32. And a large number of spheres 33, which are rotatably abutted on the upper surface of the lower fixing piece 31 and the lower surface of the upper fixing piece 32.

【0014】しかして、図1に示すように、この免震構
造体1は、下端面に第1凹凸部8が形成されると共に被
免震構造体2に上下動可能かつ水平移動不可能に取付け
られる可動部材7と、その可動部材7の第1凹凸部8が
嵌合・離脱自在に嵌合する第2凹凸部10を上面に有する
と共に基礎構造体3に固着される固定部材9と、揺れを
検出するセンサー11と、そのセンサー11から送られる信
号を比較演算して地震か否かを判別すると共に解除命令
信号を出力する判別・制御手段12と、通常状態に於て可
動部材7を第1凹凸部8が第2凹凸部10に嵌合する下降
位置に保持すると共に判別・制御手段12からの解除命令
信号を受けて可動部材7を上昇可能とするロック・解除
機構13と、ロック・解除機構13の解除に伴って可動部材
7を上昇させる弾発部材14, 14と、地震終了後に可動部
材7を第1凹凸部8が第2凹凸部10に嵌合する位置に下
降させる嵌合状態復帰機構15と、を備えている。
Thus, as shown in FIG. 1, the seismic isolation structure 1 has a first uneven portion 8 formed on the lower end surface thereof, and is vertically movable and horizontally immovable on the seismic isolated structure 2. A movable member 7 to be attached, a fixed member 9 having a second uneven portion 10 on the upper surface to which the first uneven portion 8 of the movable member 7 is fitted and removably fitted, and which is fixed to the substructure 3; A sensor 11 for detecting shaking, a discriminating / controlling means 12 for comparing and calculating signals sent from the sensor 11 to discriminate whether or not an earthquake has occurred and to output a release command signal; A lock / release mechanism 13 that holds the first concave / convex portion 8 at a lowered position where it is fitted to the second concave / convex portion 10 and that can receive the release command signal from the determination / control means 12 to raise the movable member 7; A resilient member that raises the movable member 7 with the release of the release mechanism 13 14, 14 and a fitted state return mechanism 15 for lowering the movable member 7 to a position where the first uneven portion 8 is fitted to the second uneven portion 10 after the end of the earthquake.

【0015】具体的には、図4と図5と図6に示すよう
に、被免震構造体2の下面部に取付枠6を固着し、その
取付枠6にて可動部材7を上下動可能に保持する。取付
枠6は、中央に小貫孔16を有する上水平板17と、可動部
材7が上下動自在に挿通される貫孔18を有する下水平板
19と、上水平板17と下水平板19の間に介装されるスペー
サ部材20と、下水平板19の下面に固着されるガイド部材
21と、から成る。可動部材7を上昇させるための弾発部
材14は引張ばねから成り、その弾発部材14の上端が取付
枠6の上水平板17に固定され、下端が可動部材7に固定
される。
More specifically, as shown in FIGS. 4, 5 and 6, a mounting frame 6 is fixed to the lower surface of the base-isolated structure 2, and the movable member 7 is vertically moved by the mounting frame 6. Hold as possible. The mounting frame 6 has an upper horizontal plate 17 having a small through hole 16 at the center and a lower horizontal plate having a through hole 18 through which the movable member 7 is vertically movably inserted.
19, a spacer member 20 interposed between the upper horizontal plate 17 and the lower horizontal plate 19, and a guide member fixed to the lower surface of the lower horizontal plate 19
21. The resilient member 14 for raising the movable member 7 is composed of a tension spring. The upper end of the resilient member 14 is fixed to the upper horizontal plate 17 of the mounting frame 6 and the lower end is fixed to the movable member 7.

【0016】可動部材7は、下端寄り部位に側外方へ次
第に拡大するロック用孔部22を有する。また、図4〜図
8に示すように、可動部材7の第1凹凸部8は、同心円
状に形成された凹部8aと凸部8b,8bとから成り、
固定部材9の第2凹凸部10は、同心円状に形成された凹
部10aと凸部10bとから成る。さらに、第1凹凸部8と
第2凹凸部10は、凹部8a,10aが底部へ次第に小幅と
なり、かつ、凸部8b,10bが先端側へ次第に小幅とな
るような傾斜面を有する。つまり、凹部8a,10aと凸
部8b,10bの側面が傾斜面とされる。固定部材9の四
隅には、ボルト挿通用の孔部23…が貫設される。そし
て、図3に示すように、平面的に見て、可動部材7と固
定部材9を、夫々、2か所に配設する。なお、可動部材
7と固定部材9は、少なくとも2か所配設されていれば
よく、3か所以上に配設してもよい場合がある。
The movable member 7 has a locking hole 22 gradually expanding laterally outward at a position near the lower end. As shown in FIGS. 4 to 8, the first uneven portion 8 of the movable member 7 includes a concentric concave portion 8a and convex portions 8b, 8b.
The second uneven portion 10 of the fixing member 9 includes a concentric concave portion 10a and a convex portion 10b. Further, the first uneven portion 8 and the second uneven portion 10 have inclined surfaces such that the concave portions 8a, 10a gradually become narrower toward the bottom and the convex portions 8b, 10b gradually become narrower toward the distal end. That is, the side surfaces of the concave portions 8a and 10a and the convex portions 8b and 10b are inclined surfaces. At the four corners of the fixing member 9, holes 23 for bolt insertion are provided. Then, as shown in FIG. 3, the movable member 7 and the fixed member 9 are respectively disposed at two positions in plan view. The movable member 7 and the fixed member 9 need only be provided in at least two places, and may be provided in three or more places.

【0017】また、図1と図4と図5と図6に示すよう
に、ロック・解除機構13は、先端部が可動部材7のロッ
ク用孔部22に挿入・引抜自在に挿入されるロックピン24
と、そのロックピン24を先端側へ常時弾発付勢するロッ
ク用弾発部材25と、ロックピン24をロック用孔部22から
引抜くためのシリンダー26と、を備える。シリンダー26
はエアシリンダーから成り、コンプレッサーから電磁弁
27を介して圧縮エアが供給される。
As shown in FIG. 1, FIG. 4, FIG. 5, and FIG. 6, the lock / release mechanism 13 is provided with a lock whose distal end is inserted into the lock hole 22 of the movable member 7 so as to be freely inserted and pulled out. Pin 24
And a lock resilient member 25 that constantly urges the lock pin 24 toward the distal end side, and a cylinder 26 for pulling out the lock pin 24 from the lock hole 22. Cylinder 26
Consists of an air cylinder, and a compressor
Compressed air is supplied via 27.

【0018】次に、嵌合状態復帰機構15は、取付枠6の
上水平板17の上面に固着されると共にピストンロッド29
が上水平板17の小貫孔16に挿通されるシリンダー30を有
し、コンプレッサー28から電磁弁34を介して圧縮エアが
供給される。
Next, the fitting state return mechanism 15 is fixed to the upper surface of the upper horizontal plate 17 of the mounting frame 6 and the piston rod 29
Has a cylinder 30 inserted into the small through hole 16 of the upper horizontal plate 17, and compressed air is supplied from a compressor 28 via a solenoid valve 34.

【0019】また、図1に示すように、揺れを検出する
センサー11は、加速度センサー又は変位センサーから成
る。そして、判別・制御手段12に、センサー11と、電磁
弁27, 34と、後に詳しく説明する復元手段37の電磁弁
に、電気的に接続される。
As shown in FIG. 1, the sensor 11 for detecting the shaking comprises an acceleration sensor or a displacement sensor. The sensor 11, the solenoid valves 27 and 34, and the solenoid valve of the restoring means 37 described later in detail are electrically connected to the discrimination / control means 12.

【0020】判別・制御手段12は、センサー11から送ら
れる信号を比較演算して地震か否かを判別する回路を内
蔵し、センサー11にて検知した揺れが地震の初期微動
(P波)であるか否かを判別して、初期微動であると判
定した場合に、電磁弁27に解除命令信号を送るように構
成され、かつ、地震終了後に、電磁弁34と復元手段37
に、嵌合状態復帰信号と被免震構造体位置復元信号を送
るように構成される。さらに具体的には、判別・制御手
段12は、揺れ(振動)の継続時間、揺れの加速度の大き
さ、周波数、ある設定値以上の加速度がどの程度の頻度
で検知されたか等を条件として地震か否かを判別するよ
うに構成される。
The discriminating / controlling means 12 has a built-in circuit for comparing signals sent from the sensor 11 to determine whether or not an earthquake has occurred, and the shaking detected by the sensor 11 is caused by the initial tremor (P wave) of the earthquake. It is configured to determine whether or not there is, and when it is determined that it is the initial fine movement, a release command signal is sent to the electromagnetic valve 27, and after the earthquake, the electromagnetic valve 34 and the restoring means 37
Then, it is configured to send a fitted state return signal and a seismic isolated structure position restoration signal. More specifically, the discrimination / control means 12 determines the magnitude of the shaking (vibration), the magnitude of the shaking acceleration, the frequency, and the frequency with which the acceleration equal to or higher than a certain set value is detected. It is configured to determine whether or not.

【0021】なお、地震発生時に停電した場合でもこの
免震構造体が正常に作動するように、バックアップ電源
を設けておくのが好ましい。また、判別・制御手段12
に、風速(風力)を検知するセンサー38を電気的に接続
して、台風時のような風速が大きなときに地震が発生し
た場合に、判別・制御手段12から解除命令信号を出力し
ないように設定してもよい場合がある。
It is preferable to provide a backup power supply so that the seismic isolation structure can operate normally even when a power failure occurs when an earthquake occurs. Also, the discrimination / control means 12
In addition, a sensor 38 for detecting a wind speed (wind force) is electrically connected so that, when an earthquake occurs when the wind speed is high such as during a typhoon, the cancellation / control unit 12 does not output a release command signal. In some cases, it may be set.

【0022】また、図3に示すように、この免震構造体
1は、地震により基礎構造体3に対して位置ずれした被
免震構造体2を、可動部材7の第1凹凸部8と固定部材
9の第2凹凸部10が相互に嵌合可能となる通常位置に復
元させる復元手段37を、備える。その復元手段37は、平
面的に見て2か所に配設される復元駆動部42, 42を有す
る。復元駆動部42は、図9に示すように、被免震構造体
2の下面に固着される平面視正方形の固定ブロック39
と、基礎構造体3に取付けられると共に固定ブロック39
の4側面に夫々当接・離間自在に当接可能なピストンロ
ッド40を有する合計4個のシリンダー41…(エアシリン
ダー)と、を有し、シリンダー41に、図示省略のコンプ
レッサーから配管と電磁弁を介して圧縮エアが供給され
る。なお、固定ブロック39を基礎構造体3に固着し、シ
リンダー41…を被免震構造体2に取付けてもよい。ま
た、シリンダー41を油圧シリンダーとしてもよい。その
場合、コンプレッサーの代わりに油圧ポンプを使用すれ
ばよい。また、水圧にて駆動するように構成してもよい
場合がある。
Further, as shown in FIG. 3, the seismic isolation structure 1 includes a seismically isolated structure 2 displaced from a base structure 3 due to an earthquake and a first uneven portion 8 of a movable member 7. There is provided restoring means 37 for restoring to a normal position where the second concave and convex portions 10 of the fixing member 9 can be fitted to each other. The restoring means 37 has restoring driving parts 42, 42 arranged at two places in plan view. As shown in FIG. 9, the restoration drive unit 42 includes a square fixed block 39 fixed to the lower surface of the base-isolated structure 2.
And the fixed block 39 attached to the substructure 3
(Air cylinders) each having a piston rod 40 that can contact and separate freely on the four side surfaces of the cylinder 41. The cylinder 41 is provided with a piping and a solenoid valve from a compressor (not shown). Compressed air is supplied via. The fixing block 39 may be fixed to the base structure 3 and the cylinders 41 may be attached to the base-isolated structure 2. Further, the cylinder 41 may be a hydraulic cylinder. In that case, a hydraulic pump may be used instead of the compressor. In some cases, it may be configured to be driven by water pressure.

【0023】そして、シリンダー41のピストンロッド40
は、通常状態から地震が発生しその後終了するまでは、
固定ブロック39から離間した後退位置にあり、地震終了
後に、判別・制御手段12からの復元信号を電磁弁が受け
てシリンダー41が作動して、全てのピストンロッド40…
が図9に仮想線にて示すように最も伸びた状態となって
固定ブロック39を所定の復元位置に戻すように構成され
る。これにより、地震後に、被免震構造体2を所定の復
元位置に戻すことができる。
The piston rod 40 of the cylinder 41
Means that from the normal state until an earthquake occurs and then ends
At the retreat position separated from the fixed block 39, after the end of the earthquake, the solenoid valve receives a restoration signal from the discrimination / control means 12, and the cylinder 41 is operated, so that all the piston rods 40 ...
Is configured to be in the most extended state as shown by the imaginary line in FIG. 9 to return the fixed block 39 to a predetermined restoration position. Thus, the seismically isolated structure 2 can be returned to the predetermined restoration position after the earthquake.

【0024】次に、この免震構造体の作動を、図10のグ
ラフ図と図11のフローチャート図を参照しつつ説明す
る。なお、図10に於て、43はセンサー11からの信号、44
は復元手段37への出力信号、45はロック・解除機構13へ
の出力信号、46は嵌合状態復帰機構15への出力信号であ
る。
Next, the operation of the seismic isolation structure will be described with reference to the graph of FIG. 10 and the flowchart of FIG. In FIG. 10, reference numeral 43 denotes a signal from the sensor 11;
Is an output signal to the restoring means 37, 45 is an output signal to the lock / release mechanism 13, and 46 is an output signal to the fitted state return mechanism 15.

【0025】通常状態に於て、図1と図4に示すよう
に、可動部材7が下降して第1凹凸部8が固定部材9の
第2凹凸部10に嵌合し、かつ、ロック・解除機構13がロ
ックした状態としておく。そして、判別・制御手段12に
て地震発生か否かの判別を常時行う。この通常状態で
は、基礎構造体3に対して被免震構造体2を水平方向へ
動かないように止めておくことができ、強風や大型車両
の走行による振動を受けても被免震構造体2が位置ずれ
しないようにできる。なお、強風により被免震構造体2
が水平方向へ押されると、第1凹凸部8と第2凹凸部10
の傾斜面により、可動部材7に上昇方向への分力F1
作用する。さらに、ロック・解除機構13のロックピン24
に、基端側へ抜ける方向への水平方向分力F2 が作用す
る。このため、ロックピン24がロック用孔部22から抜け
ないように、水平方向分力F2 を、ロック用弾発部材25
の弾発付勢力にて打ち消している。そして、第1凹凸部
8と第2凹凸部10の傾斜面の傾斜角度θ1 と、ロックピ
ン24の先端部とロック用孔部22の傾斜面の傾斜角度θ2
と、それらの傾斜面の摩擦係数は、上述の上昇方向への
分力F1 と水平方向分力F2 ができるだけ小さくなり、
かつ、第1凹凸部8と第2凹凸部10の嵌合・離脱、及
び、ロック用孔部22に対するロックピン24の嵌入・離脱
がスムースとなるような値に設定される。
In the normal state, as shown in FIGS. 1 and 4, the movable member 7 descends so that the first uneven portion 8 is fitted into the second uneven portion 10 of the fixed member 9, and The release mechanism 13 is kept locked. Then, the determination / control means 12 constantly determines whether or not an earthquake has occurred. In this normal state, the base-isolated structure 2 can be stopped so as not to move in the horizontal direction with respect to the base structure 3, and the base-isolated structure 2 can be subjected to strong winds or vibrations caused by running of a large vehicle. 2 can be prevented from shifting. In addition, seismically isolated structure 2
Is pressed in the horizontal direction, the first uneven portion 8 and the second uneven portion 10 are pressed.
The inclined surfaces, the component force F 1 acts in the upward direction to the movable member 7. Furthermore, the lock pin 24 of the lock / release mechanism 13
The acts horizontal component force F 2 in the direction passing proximally. Therefore, the lock so that the pin 24 can not be pulled out from the lock hole 22, the horizontal direction component force F 2, the locking resilient member 25
Is canceled by the force of the bullet. Then, a first uneven portion 8 and the inclined angle theta 1 of the inclined surface of the second concave-convex portion 10, the inclination angle of the tip portion and the inclined surface of the locking hole 22 of the lock pin 24 theta 2
And the coefficient of friction of those inclined surfaces is such that the above-described component force F 1 in the upward direction and the component force F 2 in the horizontal direction are as small as possible,
Further, the values are set so that the fitting / removing of the first concave / convex portion 8 and the second concave / convex portion 10 and the fitting / removing of the lock pin 24 into / from the locking hole 22 are smooth.

【0026】そして、地震が発生すると、図10に示すよ
うに地震の初期微動(P波)を判別・制御手段12が検出
して、初期微動が発生した直後に判別・制御手段12から
ロック・解除機構13に解除命令信号が出力され、シリン
ダー26が短縮する。これにより、図5に示すように、ロ
ックピン24が可動部材7のロック用孔部22から引抜かれ
ると共に、弾発部材14, 14により可動部材7が引き上げ
られて、可動部材7の第1凹凸部8が固定部材9の第2
凹凸部10から離脱する。これにより、基礎構造体3に対
して被免震構造体2が水平方向へスライド可能となる。
なお、ここまでの作動は、地震のS波48が到達する前に
完了する(図10参照)。
When an earthquake occurs, the initial tremor (P wave) of the earthquake is detected by the discrimination / control means 12 as shown in FIG. A release command signal is output to the release mechanism 13, and the cylinder 26 is shortened. As a result, as shown in FIG. 5, the lock pin 24 is pulled out from the lock hole 22 of the movable member 7, and the movable member 7 is pulled up by the resilient members 14, 14, so that the first unevenness of the movable member 7 is reduced. The part 8 is the second part of the fixing member 9
Detach from the uneven portion 10. Thereby, the base-isolated structure 2 can slide in the horizontal direction with respect to the base structure 3.
The above operation is completed before the S wave 48 of the earthquake arrives (see FIG. 10).

【0027】その後、地震のS波48が到達すると、被免
震構造体2は免震支持部4…にて免震される。つまり、
基礎構造体3に対して被免震構造体2が水平方向へスラ
イド可能であるため、基礎構造体3の揺れ(横揺れ)に
被免震構造体2が追随せず、被免震構造体2の揺れを緩
和できる。
Thereafter, when the S wave 48 of the earthquake arrives, the seismically isolated structure 2 is seismically isolated by the seismic isolation supports 4. That is,
Since the base-isolated structure 2 can slide in the horizontal direction with respect to the base structure 3, the base-isolated structure 2 does not follow the swing (rolling) of the base structure 3, and the base-isolated structure 2 2 can be reduced.

【0028】その後、地震が終了して地震の揺れが所定
時間Tにわたって検出されなかったか否かを判断して、
検出されなかった場合には、復元手段37のシリンダー41
…を伸長させる。これにより、被免震構造体2が基礎構
造体3に対して、元の位置(通常位置)に復元する。ま
た、所定時間T内に地震の揺れが検出されると、シリン
ダー41…は短縮したままとされ、同様の判断が繰り返さ
れる。
Thereafter, it is determined whether or not the earthquake has ended and the shaking of the earthquake has not been detected for a predetermined time T.
If not detected, the cylinder 41 of the restoring means 37
... is extended. Thereby, the base-isolated structure 2 is restored to the original position (normal position) with respect to the foundation structure 3. Further, when the shaking of the earthquake is detected within the predetermined time T, the cylinders 41 are kept shortened, and the same judgment is repeated.

【0029】その後、図6に示すように、嵌合状態復帰
機構15のシリンダー30を伸長して、可動部材7を下降さ
せ、さらに、ロック・解除機構13のシリンダー26を伸長
させる。これにより、可動部材7の第1凹凸部8が固定
部材9の第2凹凸部10に嵌合し、さらに、ロックピン24
の先端が可動部材7のロック用孔部22に嵌入してロック
状態となる。その後、復元手段37のシリンダー41…が短
縮し、さらに、嵌合状態復帰機構15のシリンダー30が短
縮する。そして、再び、地震発生か否かの判断を開始す
る。
Thereafter, as shown in FIG. 6, the cylinder 30 of the fitted state return mechanism 15 is extended, the movable member 7 is lowered, and the cylinder 26 of the lock / release mechanism 13 is extended. As a result, the first uneven portion 8 of the movable member 7 fits into the second uneven portion 10 of the fixed member 9, and the lock pin 24
Is fitted into the locking hole 22 of the movable member 7 to be in a locked state. Then, the cylinders 41 of the restoring means 37 are shortened, and the cylinders 30 of the fitting state return mechanism 15 are further shortened. Then, the determination of whether or not an earthquake has occurred is started again.

【0030】上述のように、この免震構造体によれば、
通常状態に於て、被免震構造体2が大きな風力を受けて
も、免震支持部4…が有るにもかかわらず、基礎構造体
3に対して被免震構造体2を位置ずれしないように保持
できる。しかも、地震発生時には、被免震構造体2を確
実に免震でき、被免震構造体2の破損や倒壊を防止でき
る。また、センサー11と判別・制御手段12にて、大型車
両の走行を起因とした振動による誤作動を、防止するこ
とができる。
As described above, according to this seismic isolation structure,
In the normal state, even if the seismic isolated structure 2 receives a large wind force, the seismic isolated structure 2 is not displaced with respect to the base structure 3 despite the existence of the seismic isolation support portions 4. So that it can be held. In addition, in the event of an earthquake, the seismic isolated structure 2 can be reliably isolated, and the seismic isolated structure 2 can be prevented from being damaged or collapsed. Further, the sensor 11 and the discrimination / control means 12 can prevent a malfunction caused by vibration caused by traveling of the large vehicle.

【0031】なお、図示省略したが、被免震構造体2側
に、固定部材9を固着し、基礎構造体3側に可動部材7
を取付けてもよい。つまり、その免震構造体は、被免震
構造体2と基礎構造体3の間に設けられる免震支持部4
と、上端面に第1凹凸部8が形成されると共に基礎構造
体3に上下動可能かつ水平移動不可能に取付けられる可
動部材7と、可動部材7の第1凹凸部8が嵌合・離脱自
在に嵌合する第2凹凸部10を下面に有すると共に被免震
構造体2に固着される固定部材9と、揺れを検出するセ
ンサー11と、センサー11から送られる信号を比較演算し
て地震か否かを判別すると共に解除命令信号を出力する
判別・制御手段12と、通常状態に於て可動部材7を第1
凹凸部8が第2凹凸部10に嵌合する上昇位置に保持する
と共に判別・制御手段12からの解除命令信号を受けて可
動部材7を下降可能とするロック・解除機構13と、ロッ
ク・解除機構13の解除に伴って可動部材7を下降させる
弾発部材14と、地震終了後に可動部材7を第1凹凸部8
が第2凹凸部12に嵌合する位置に上昇させる嵌合状態復
帰機構15と、を備える。
Although not shown, a fixed member 9 is fixed to the base-isolated structure 2 side, and a movable member 7 is fixed to the foundation structure 3 side.
May be attached. That is, the seismic isolation structure includes a seismic isolation support 4 provided between the seismic isolated structure 2 and the foundation structure 3.
And a movable member 7 having a first uneven portion 8 formed on the upper end surface and being attached to the substructure 3 so as to be vertically movable and non-movable horizontally, and the first uneven portion 8 of the movable member 7 is fitted / removed. A lower member having a second concave / convex portion 10 to be freely fitted and a fixing member 9 fixed to the seismic isolated structure 2, a sensor 11 for detecting shaking, and a signal sent from the sensor 11 are compared to calculate an earthquake. A determination / control means 12 for determining whether or not the movable member 7 is in the normal state;
A lock / release mechanism 13 which holds the concave / convex portion 8 at a raised position where it is fitted to the second concave / convex portion 10 and which can move the movable member 7 down upon receiving a release command signal from the determination / control means 12; A resilient member 14 for lowering the movable member 7 with the release of the mechanism 13;
And a fitting state return mechanism 15 that raises the fitting state to a position where it fits with the second uneven portion 12.

【0032】次に、図12は、本発明に係る免震構造体の
他の実施の形態を示し、この免震構造体1は、下端面に
第1凹凸部8が形成されると共に被免震構造体2に上下
動可能かつ水平移動不可能に取付けられる可動部材7
と、可動部材7の第1凹凸部8が嵌合・離脱自在に嵌合
する第2凹凸部10を上面に有すると共に基礎構造体3に
固着される固定部材9と、揺れを検出するセンサー11
と、センサー11から送られる信号を比較演算して地震か
否かを判別すると共に解除命令信号を出力する判別・制
御手段12と、通常状態に於て可動部材7を第1凹凸部8
が第2凹凸部10に嵌合するように下降させると共に判別
・制御手段12からの解除命令信号を受けて可動部材7を
上昇させる昇降駆動機構49と、を備えている。
Next, FIG. 12 shows another embodiment of a seismic isolation structure according to the present invention. Movable member 7 attached to seismic structure 2 so as to be vertically movable and not horizontally movable
A fixing member 9 having a second concave / convex portion 10 on its upper surface to which the first concave / convex portion 8 of the movable member 7 fits / removably fits and which is fixed to the substructure 3;
And a determination / control means 12 for comparing the signals sent from the sensor 11 to determine whether or not an earthquake has occurred and for outputting a release command signal, and to move the movable member 7 in the normal state to the first uneven portion 8.
And a lifting drive mechanism 49 that lowers the movable member 7 in response to a release command signal from the determination / control means 12 and lowers the movable member 7 so as to fit into the second uneven portion 10.

【0033】昇降駆動機構49は、取付枠6の上水平板17
に固着されるシリンダー50(エアシリンダー)を備え、
そのシリンダー50のピストンロッド51の下端部が可動部
材7の上端部に連結固着される。また、第1凹凸部8と
第2凹凸部10の傾斜面の傾斜角度θと、第1凹凸部8と
第2凹凸部10の間の摩擦係数は、被免震構造体2が強風
を受けても可動部材7に上方への外力が作用しなくなる
ような値に設定される。他の構成は、図1〜図9のもの
と同様である。
The lifting drive mechanism 49 is provided on the upper horizontal plate 17 of the mounting frame 6.
Equipped with a cylinder 50 (air cylinder)
The lower end of the piston rod 51 of the cylinder 50 is connected and fixed to the upper end of the movable member 7. The inclination angle θ of the inclined surface between the first uneven portion 8 and the second uneven portion 10 and the coefficient of friction between the first uneven portion 8 and the second uneven portion 10 indicate that the base-isolated structure 2 receives strong wind. Even so, the value is set so that an upward external force does not act on the movable member 7. Other configurations are the same as those in FIGS.

【0034】次に、この免震構造体1の作動を、図12と
図13のフローチャート図を参照しつつ説明する。通常状
態に於て、可動部材7が下降して第1凹凸部8が固定部
材9の第2凹凸部10に嵌合し、かつ、ロック・解除機構
13がロックした状態としておく。そして、判別・制御手
段12にて地震発生か否かの判別を常時行う。
Next, the operation of the seismic isolation structure 1 will be described with reference to the flowcharts of FIGS. In the normal state, the movable member 7 descends, the first uneven portion 8 fits into the second uneven portion 10 of the fixed member 9, and the lock / release mechanism
Keep 13 locked. Then, the determination / control means 12 constantly determines whether or not an earthquake has occurred.

【0035】そして、地震が発生すると、初期微動が発
生した直後に判別・制御手段12から昇降駆動機構49の電
磁弁52に解除命令信号が出力され、シリンダー50が短縮
する。これにより、可動部材7が上昇して、可動部材7
の第1凹凸部8が固定部材9の第2凹凸部10から離脱
し、基礎構造体3に対して被免震構造体2が水平方向へ
スライド可能となる。
When an earthquake occurs, a release command signal is output from the discrimination / control means 12 to the solenoid valve 52 of the elevation drive mechanism 49 immediately after the initial fine movement occurs, and the cylinder 50 is shortened. As a result, the movable member 7 rises, and the movable member 7
The first uneven portion 8 is detached from the second uneven portion 10 of the fixing member 9, so that the base-isolated structure 2 can slide in the horizontal direction with respect to the foundation structure 3.

【0036】その後、地震のS波が到達すると、被免震
構造体2は免震支持部4…にて免震される(図2と図3
参照)。その後、地震が終了して地震の揺れが所定時間
にわたって検出されなかったか否かを判断して、検出さ
れなかった場合には、復元手段37のシリンダー41…を伸
長させる。これにより、被免震構造体2が基礎構造体3
に対して、元の位置(通常位置)に復元する。その後、
判別・制御手段12から昇降駆動機構49の電磁弁52に嵌合
命令信号が出力され、シリンダー50が伸長する。これに
より、可動部材7が下降し第1凹凸部8が固定部材9の
第2凹凸部10に嵌合する。その後、復元手段37のシリン
ダー41…を短縮させる。さらにその後、再び、地震発生
か否かの判断を開始する。
Thereafter, when the S wave of the earthquake arrives, the base-isolated structure 2 is isolated from the base-isolated supports 4 (see FIGS. 2 and 3).
reference). Thereafter, it is determined whether or not the earthquake has ended and the shaking of the earthquake has not been detected for a predetermined time, and if not detected, the cylinders 41 of the restoring means 37 are extended. As a result, the base-isolated structure 2 is
Is restored to the original position (normal position). afterwards,
A fitting command signal is output from the determination / control means 12 to the electromagnetic valve 52 of the lifting drive mechanism 49, and the cylinder 50 is extended. As a result, the movable member 7 descends, and the first uneven portion 8 is fitted to the second uneven portion 10 of the fixed member 9. Thereafter, the cylinders 41 of the restoring means 37 are shortened. Thereafter, the determination of whether or not an earthquake has occurred is started again.

【0037】上述のように、この免震構造体1によれ
ば、構造を簡単とすることができると共に、通常状態で
の風揺れ防止と、地震時の免震を確実に行うことができ
る。
As described above, according to the seismic isolation structure 1, the structure can be simplified, the wind sway can be prevented in a normal state, and the seismic isolation during an earthquake can be reliably performed.

【0038】なお、図示省略したが、被免震構造体2側
に、固定部材9を固着し、基礎構造体3側に可動部材7
を取付けてもよい。つまり、その免震構造体は、被免震
構造体2と基礎構造体3の間に設けられる免震支持部4
と、上端面に第1凹凸部8が形成されると共に基礎構造
体3に上下動可能かつ水平移動不可能に取付けられる可
動部材7と、可動部材7の第1凹凸部8が嵌合・離脱自
在に嵌合する第2凹凸部10を下面に有すると共に被免震
構造体2に固着される固定部材9と、揺れを検出するセ
ンサー11と、センサー11から送られる信号を比較演算し
て地震か否かを判別すると共に解除命令信号を出力する
判別・制御手段12と、通常状態に於て可動部材7を第1
凹凸部8が第2凹凸部10に嵌合するように上昇させると
共に判別・制御手段12からの解除命令信号を受けて可動
部材7を下降させる昇降駆動機構49と、を備える。
Although not shown, a fixed member 9 is fixed to the base-isolated structure 2 side, and a movable member 7 is fixed to the foundation structure 3 side.
May be attached. That is, the seismic isolation structure is provided between the seismic isolated structure 2 and the foundation structure 3.
And a movable member 7 having a first uneven portion 8 formed on the upper end surface and being attached to the substructure 3 so as to be vertically movable and non-movable horizontally, and the first uneven portion 8 of the movable member 7 is fitted / removed. A lower member having a second concave / convex portion 10 to be freely fitted and a fixing member 9 fixed to the seismic isolated structure 2, a sensor 11 for detecting shaking, and a signal sent from the sensor 11 are compared to calculate an earthquake. A determination / control means 12 for determining whether or not the movable member 7 is in the normal state;
An elevation drive mechanism 49 that raises and lowers the uneven portion 8 so as to fit into the second uneven portion 10 and that lowers the movable member 7 in response to a release command signal from the determination / control means 12.

【0039】また、本発明に於て、第1凹凸部8と第2
凹凸部10の形状は、上述の実施の形態に限定されず、例
えば、図14と図15に示すように、可動部材7と固定部材
9に、四角錐形の突起53…を複数形成して、第1凹凸部
8と第2凹凸部10を構成するのも好ましい。
In the present invention, the first uneven portion 8 and the second
The shape of the uneven portion 10 is not limited to the above-described embodiment. For example, as shown in FIGS. 14 and 15, a plurality of quadrangular pyramid-shaped protrusions 53 are formed on the movable member 7 and the fixed member 9. It is also preferable that the first uneven portion 8 and the second uneven portion 10 are formed.

【0040】また、復元駆動部42としては、図16に示す
ように、被免震構造体2の下面に固着される平面視正三
角形の固定ブロック39と、その固定ブロック39の3側面
に夫々当接・離間自在に当接可能なピストンロッド40を
有する合計3個のシリンダー41…と、を有するものとし
てもよい。
As shown in FIG. 16, the restoring drive section 42 includes a fixed block 39 having an equilateral triangular shape fixed to the lower surface of the base-isolated structure 2, and three side faces of the fixed block 39. And a total of three cylinders 41 having a piston rod 40 capable of contacting and separating freely.

【0041】また、ロック・解除機構13のシリンダー2
6、嵌合状態復帰機構15のシリンダー30、昇降駆動機構4
9のシリンダー50等を、油圧シリンダーとしてもよい。
その場合、コンプレッサー28の代わりに油圧ポンプを使
用すればよい。また、水圧にて駆動するように構成して
もよい場合がある。また、免震支持部4として、他の構
成のものを使用するのも自由である。
The cylinder 2 of the lock / release mechanism 13
6, Cylinder 30 of fitting state return mechanism 15, lifting drive mechanism 4
The nine cylinders 50 and the like may be hydraulic cylinders.
In that case, a hydraulic pump may be used instead of the compressor 28. In some cases, it may be configured to be driven by water pressure. It is also possible to use another structure as the seismic isolation support 4.

【0042】次に、図17は、可動部材7の上下方向のス
ライドをスムースとするために、ガイド部材21の内部
に、可動部材7の外周面に転動自在に当接する多数の小
球体57…が周方向に配設された軸受部材58, 58を、取付
けたものを示す。59, 59は軸受部材58, 58を抜止めする
抜止リングであり、その抜止リング59, 59はガイド部材
21の内周面に形成された雌ねじ部60, 60に螺入される。
これにより、地震が起こった際に強風が吹いていても、
可動部材7を確実に上昇させることができる。
Next, FIG. 17 shows a large number of small spheres 57 that rollably contact the outer peripheral surface of the movable member 7 inside the guide member 21 in order to smoothly slide the movable member 7 in the vertical direction. .. Indicate bearing members 58, 58 arranged in the circumferential direction. 59, 59 are retaining rings for retaining the bearing members 58, 58, and the retaining rings 59, 59 are guide members.
It is screwed into female screw portions 60, 60 formed on the inner peripheral surface of 21.
With this, even if strong winds are blowing when an earthquake occurs,
The movable member 7 can be raised without fail.

【0043】また、図18と図19と図20は、本発明の別の
実施の形態における要部を示し、可動部材7は、下端部
に弾性体被覆部56を有すると共に図外の被免震構造体2
に上下動可能かつ水平移動不可能に取付けられる。具体
的には、金属製の可動部材本体61の下端部の外周面にウ
レタンゴム等の弾性体62を接着して、弾性体被覆部56を
形成する。なお、弾性体62はウレタンゴム以外のゴム又
は樹脂を使用しても良い。
FIG. 18, FIG. 19 and FIG. 20 show a main part of another embodiment of the present invention. The movable member 7 has an elastic body covering portion 56 at the lower end and a non-exposed member. Seismic structure 2
It can be moved up and down and not horizontally. Specifically, an elastic body 62 such as urethane rubber is bonded to the outer peripheral surface of the lower end of the metal movable member main body 61 to form the elastic body covering portion 56. The elastic body 62 may use rubber or resin other than urethane rubber.

【0044】固定部材9は、可動部材7の弾性体被覆部
56が挿入・離脱自在に挿入されると共に内周面に多数の
球体54…が回転自在に保持される凹部55を有し図外の基
礎構造体3に固着される。具体的には、固定部材本体63
の上面に平面視円形の凹所64を形成し、その凹所64内
に、取付リング65とその取付リング65の内周面側に回転
自在に取付けられた多数の球体54…とから成る軸受体66
を、固着して、凹部55を形成する。
The fixed member 9 is an elastic covering portion of the movable member 7.
56 are inserted so as to be able to be inserted / removed, and a plurality of spherical bodies 54 are provided on the inner peripheral surface thereof with a concave portion 55 which is rotatably held, and is fixed to the substructure 3 not shown. Specifically, the fixing member main body 63
A circular recess 64 formed in a plan view is formed on the upper surface of the bearing, and a bearing comprising a mounting ring 65 and a number of spheres 54 rotatably mounted on the inner peripheral surface side of the mounting ring 65 in the concave 64. Body 66
Are fixed to form a concave portion 55.

【0045】そして、弾性体被覆部56の外径寸法Aを凹
部55の内径寸法Bと同等乃至それよりも僅かに小さく設
定する。他は、図12にて説明したものと同様である。こ
れにより、地震が発生して可動部材7が上昇し、さら
に、地震が終了して図外の復元手段37が作動した後に、
その復元手段37の誤差により、図20に示すように、可動
部材7が凹部55に対してずれた位置にあっても、弾性体
被覆部56の弾性体62が球体54…に転接しつつ弾性変形し
て凹部55内にスムースに挿入される。また、通常状態に
於て、強風が吹いても、可動部材7に上昇方向への力は
作用しないので、可動部材7が不意に凹部55から離脱す
ることはない。
The outer diameter A of the elastic covering portion 56 is set to be equal to or slightly smaller than the inner diameter B of the concave portion 55. Others are the same as those described in FIG. As a result, after the earthquake occurs, the movable member 7 rises, and after the earthquake ends and the restoring means 37 (not shown) operates,
Due to the error of the restoring means 37, as shown in FIG. 20, even if the movable member 7 is displaced with respect to the concave portion 55, the elastic body 62 of the elastic body covering portion 56 is elastically contacted with the spherical body 54 while rolling. It is deformed and smoothly inserted into the concave portion 55. Further, in the normal state, even if a strong wind blows, no force in the ascending direction acts on the movable member 7, so that the movable member 7 does not come off the concave portion 55 unexpectedly.

【0046】なお、図示省略したが、被免震構造体2側
に、固定部材9を固着し、基礎構造体3側に可動部材7
を取付けてもよい。つまり、その免震構造体は、被免震
構造体2と基礎構造体3の間に設けられる免震支持部4
と、上端部に弾性体被覆部56を有する基礎構造体3に上
下動可能かつ水平移動不可能に取付けられる可動部材7
と、可動部材7の弾性体被覆部56が挿入・離脱自在に挿
入されると共に内周面に多数の球体54…が回転自在に保
持される凹部55を有し被免震構造体2に固着される固定
部材9と、揺れを検出するセンサー11と、センサー11か
ら送られる信号を比較演算して地震か否かを判別すると
共に解除命令信号を出力する判別・制御手段12と、通常
状態に於て可動部材7を弾性体被覆部56が凹部55に挿入
するように上昇させると共に判別・制御手段12からの解
除命令信号を受けて可動部材7を下降させる昇降駆動機
構49と、を備える。
Although not shown, a fixed member 9 is fixed to the base-isolated structure 2 side, and a movable member 7 is fixed to the foundation structure 3 side.
May be attached. That is, the seismic isolation structure includes a seismic isolation support 4 provided between the seismic isolated structure 2 and the foundation structure 3.
And a movable member 7 attached to the substructure 3 having an elastic covering portion 56 at the upper end so as to be vertically movable and not horizontally movable.
The elastic member covering portion 56 of the movable member 7 is inserted so as to be able to be inserted and detached, and the inner peripheral surface has a concave portion 55 in which a large number of spheres 54 are rotatably held. A fixed member 9 to be detected, a sensor 11 for detecting shaking, a comparison / calculation of a signal sent from the sensor 11, a determination / control means 12 for determining whether or not an earthquake has occurred and outputting a release command signal, and a normal state. An elevating drive mechanism 49 that raises the movable member 7 so that the elastic body covering portion 56 is inserted into the concave portion 55 and lowers the movable member 7 in response to a release command signal from the determination / control means 12 is provided.

【0047】[0047]

【発明の効果】本発明は上述の如く構成されているの
で、次に記載する効果を奏する。
Since the present invention is configured as described above, the following effects can be obtained.

【0048】請求項1記載の免震構造体によれば、通常
状態に於て、被免震構造体2が大きな風力を受けても、
免震支持部4が有るにもかかわらず、基礎構造体3に対
して被免震構造体2を位置ずれしないように保持でき
る。しかも、地震発生時には、被免震構造体2を確実に
免震でき、被免震構造体2の破損や倒壊を防止できる。
また、センサー11と判別・制御手段12にて、大型車両の
走行や工事等を起因とした振動による誤作動を防止する
ことができる。請求項2記載の免震構造体によれば、通
常状態に於て、被免震構造体2が大きな風力を受けて
も、免震支持部4が有るにもかかわらず、基礎構造体3
に対して被免震構造体2を位置ずれしないように保持で
きる。しかも、地震発生時には、被免震構造体2を確実
に免震でき、被免震構造体2の破損や倒壊を防止でき
る。また、センサー11と判別・制御手段12にて、大型車
両の走行や工事等を起因とした振動による誤作動を防止
することができる。
According to the seismic isolation structure of the first aspect, in the normal state, even if the seismic isolated structure 2 receives a large wind force,
Despite having the seismic isolation support 4, the seismic isolated structure 2 can be held so as not to be displaced with respect to the base structure 3. In addition, in the event of an earthquake, the seismic isolated structure 2 can be reliably isolated, and the seismic isolated structure 2 can be prevented from being damaged or collapsed.
In addition, the sensor 11 and the discrimination / control means 12 can prevent malfunction due to vibration caused by traveling of a large vehicle, construction, or the like. According to the seismic isolation structure of the second aspect, in the normal state, even if the seismic isolated structure 2 receives a large wind force, the base structure 3 is provided despite the presence of the seismic isolation support 4.
, The seismically isolated structure 2 can be held so as not to be displaced. In addition, in the event of an earthquake, the seismic isolated structure 2 can be reliably isolated, and the seismic isolated structure 2 can be prevented from being damaged or collapsed. In addition, the sensor 11 and the discrimination / control means 12 can prevent malfunction due to vibration caused by traveling of a large vehicle, construction, or the like.

【0049】請求項3記載の免震構造体によれば、通常
状態に於て、被免震構造体2が大きな風力を受けても、
免震支持部4が有るにもかかわらず、基礎構造体3に対
して被免震構造体2を位置ずれしないように保持でき
る。しかも、地震発生時には、被免震構造体2を確実に
免震でき、被免震構造体2の破損や倒壊を防止できる。
また、センサー11と判別・制御手段12にて、大型車両の
走行や工事等を起因とした振動による誤作動を防止する
ことができる。さらに、構造が簡単となり施工が容易で
あると共に、メンテナンスが楽となる。請求項4記載の
免震構造体によれば、通常状態に於て、被免震構造体2
が大きな風力を受けても、免震支持部4が有るにもかか
わらず、基礎構造体3に対して被免震構造体2を位置ず
れしないように保持できる。しかも、地震発生時には、
被免震構造体2を確実に免震でき、被免震構造体2の破
損や倒壊を防止できる。また、センサー11と判別・制御
手段12にて、大型車両の走行や工事等を起因とした振動
による誤作動を防止することができる。さらに、構造が
簡単となり施工が容易であると共に、メンテナンスが楽
となる。
According to the seismic isolation structure of the third aspect, in the normal state, even if the seismic isolated structure 2 receives a large wind force,
Despite having the seismic isolation support 4, the seismic isolated structure 2 can be held so as not to be displaced with respect to the base structure 3. In addition, in the event of an earthquake, the seismic isolated structure 2 can be reliably isolated, and the seismic isolated structure 2 can be prevented from being damaged or collapsed.
In addition, the sensor 11 and the discrimination / control means 12 can prevent malfunction due to vibration caused by traveling of a large vehicle, construction, or the like. Further, the structure is simple, construction is easy, and maintenance is easy. According to the seismic isolation structure of the fourth aspect, in the normal state, the seismic isolated structure 2
Even if a large wind is received, the seismically isolated structure 2 can be held so as not to be displaced with respect to the foundation structure 3 despite the presence of the seismic isolation support 4. And when an earthquake occurs,
The seismically isolated structure 2 can be reliably isolated, and damage or collapse of the seismic isolated structure 2 can be prevented. In addition, the sensor 11 and the discrimination / control means 12 can prevent malfunction due to vibration caused by traveling of a large vehicle, construction, or the like. Further, the structure is simple, construction is easy, and maintenance is easy.

【0050】請求項5記載の免震構造体によれば、通常
状態に於て、被免震構造体2が大きな風力を受けても、
免震支持部4が有るにもかかわらず、基礎構造体3に対
して被免震構造体2を位置ずれしないように確実に保持
できる。地震発生時には、被免震構造体2を確実に免震
でき、被免震構造体2の破損や倒壊を防止できる。さら
に、また、センサー11と判別・制御手段12にて、大型車
両の走行や工事等を起因とした振動による誤作動を防止
することができる。さらに、構造が簡単となり施工が容
易であると共に、メンテナンスが楽となる。請求項6記
載の免震構造体によれば、通常状態に於て、被免震構造
体2が大きな風力を受けても、免震支持部4が有るにも
かかわらず、基礎構造体3に対して被免震構造体2を位
置ずれしないように確実に保持できる。地震発生時に
は、被免震構造体2を確実に免震でき、被免震構造体2
の破損や倒壊を防止できる。さらに、また、センサー11
と判別・制御手段12にて、大型車両の走行や工事等を起
因とした振動による誤作動を防止することができる。さ
らに、構造が簡単となり施工が容易であると共に、メン
テナンスが楽となる。
According to the seismic isolation structure of the fifth aspect, in the normal state, even if the seismic isolated structure 2 receives a large wind force,
Despite having the seismic isolation support 4, the seismically isolated structure 2 can be reliably held so as not to be displaced with respect to the foundation structure 3. When an earthquake occurs, the seismically isolated structure 2 can be reliably isolated, and damage or collapse of the seismically isolated structure 2 can be prevented. Furthermore, the sensor 11 and the discrimination / control means 12 can prevent malfunction due to vibration caused by running of a large vehicle or construction. Further, the structure is simple, construction is easy, and maintenance is easy. According to the seismic isolation structure of the sixth aspect, in the normal state, even if the seismic isolated structure 2 receives a large wind force, the seismic isolation support portion 4 has the base isolation structure 4 despite the presence of the seismic isolation support 4. On the other hand, the seismic isolated structure 2 can be securely held so as not to be displaced. When an earthquake occurs, the seismically isolated structure 2 can be reliably isolated.
Can be prevented from being damaged or collapsed. In addition, sensor 11
And the control means 12 can prevent a malfunction caused by vibrations caused by running of a large vehicle or construction. Further, the structure is simple, construction is easy, and maintenance is easy.

【0051】請求項7記載の免震構造体によれば、通常
状態に於て、一層大きな風力や地震以外の振動に対して
被免震構造体2を位置ずれしないように固定することが
できる。請求項8記載の免震構造体によれば、地震後
に、基礎構造体3に対して被免震構造体2が位置ずれし
ていても、被免震構造体2を元の所定位置に戻すことが
できる。従って、可動部材7の第1凹凸部8を固定部材
9の第2凹凸部10に確実に嵌合させることができる。請
求項9記載の免震構造体によれば、地震後に、基礎構造
体3に対して被免震構造体2が位置ずれしていても、被
免震構造体2を元の所定位置に戻すことができる。従っ
て、可動部材7の弾性体被覆部56を固定部材9の凹部55
に確実に挿入させることができる。
According to the seismic isolation structure of the seventh aspect, in the normal state, the seismic isolation structure 2 can be fixed so as not to be displaced by a larger wind force or vibration other than an earthquake. . According to the seismic isolation structure of claim 8, even if the seismic isolated structure 2 is displaced with respect to the foundation structure 3 after the earthquake, the seismic isolated structure 2 is returned to the original predetermined position. be able to. Therefore, the first uneven portion 8 of the movable member 7 can be securely fitted to the second uneven portion 10 of the fixed member 9. According to the seismic isolation structure of claim 9, even if the seismic isolated structure 2 is displaced with respect to the foundation structure 3 after the earthquake, the seismic isolated structure 2 is returned to the original predetermined position. be able to. Therefore, the elastic body covering portion 56 of the movable member 7 is
Can be reliably inserted.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明に係る免震構造体のブロック図である。FIG. 1 is a block diagram of a seismic isolation structure according to the present invention.

【図2】本発明に係る免震構造体の施工状態の一例を示
す正面図である。
FIG. 2 is a front view showing an example of a construction state of the seismic isolation structure according to the present invention.

【図3】簡略平面図である。FIG. 3 is a simplified plan view.

【図4】通常状態の要部拡大断面図である。FIG. 4 is an enlarged sectional view of a main part in a normal state.

【図5】要部作用説明図である。FIG. 5 is an explanatory diagram of an operation of a main part.

【図6】要部作用説明図である。FIG. 6 is an explanatory diagram of an operation of a main part.

【図7】可動部材の底面図である。FIG. 7 is a bottom view of the movable member.

【図8】固定部材の平面図である。FIG. 8 is a plan view of a fixing member.

【図9】復元手段の要部簡略平面図である。FIG. 9 is a simplified plan view of a main part of the restoration means.

【図10】グラフ図である。FIG. 10 is a graph.

【図11】フローチャート図である。FIG. 11 is a flowchart.

【図12】他の実施の形態のブロック図である。FIG. 12 is a block diagram of another embodiment.

【図13】フローチャート図である。FIG. 13 is a flowchart.

【図14】他の可動部材と他の固定部材の拡大断面図であ
る。
FIG. 14 is an enlarged sectional view of another movable member and another fixed member.

【図15】要部拡大平面図である。FIG. 15 is an enlarged plan view of a main part.

【図16】要部拡大平面図である。FIG. 16 is an enlarged plan view of a main part.

【図17】別の可動部材とその近傍部の拡大断面図であ
る。
FIG. 17 is an enlarged sectional view of another movable member and its vicinity.

【図18】別の実施の形態の要部拡大断面側面図である。FIG. 18 is an enlarged cross-sectional side view of a main part of another embodiment.

【図19】要部拡大断面平面図である。FIG. 19 is an enlarged sectional plan view of a main part.

【図20】作用説明図である。FIG. 20 is an operation explanatory diagram.

【符号の説明】[Explanation of symbols]

2 被免震構造体 3 基礎構造体 4 免震支持部 7 可動部材 8 第1凹凸部 9 固定部材 10 第2凹凸部 11 センサー 12 判別・制御手段 13 ロック・解除機構 14 弾発部材 15 嵌合状態復帰機構 37 復元手段 49 昇降駆動機構 54 球体 55 凹部 56 弾性体被覆部 2 seismic isolated structure 3 foundation structure 4 seismic isolation support 7 movable member 8 first uneven part 9 fixed member 10 second uneven part 11 sensor 12 discriminating / control means 13 lock / release mechanism 14 elastic member 15 fitting State return mechanism 37 Restoring means 49 Lifting drive mechanism 54 Sphere 55 Recess 56 Elastic body coating

Claims (9)

【特許請求の範囲】[Claims] 【請求項1】 被免震構造体2と基礎構造体3の間に設
けられる免震支持部4と、下端面に第1凹凸部8が形成
されると共に上記被免震構造体2に上下動可能かつ水平
移動不可能に取付けられる可動部材7と、該可動部材7
の第1凹凸部8が嵌合・離脱自在に嵌合する第2凹凸部
10を上面に有すると共に上記基礎構造体3に固着される
固定部材9と、揺れを検出するセンサー11と、該センサ
ー11から送られる信号を比較演算して地震か否かを判別
すると共に解除命令信号を出力する判別・制御手段12
と、通常状態に於て上記可動部材7を第1凹凸部8が第
2凹凸部10に嵌合する下降位置に保持すると共に上記判
別・制御手段12からの解除命令信号を受けて上記可動部
材7を上昇可能とするロック・解除機構13と、該ロック
・解除機構13の解除に伴って上記可動部材7を上昇させ
る弾発部材14と、地震終了後に上記可動部材7を第1凹
凸部8が第2凹凸部10に嵌合する位置に下降させる嵌合
状態復帰機構15と、を備えたことを特徴とする免震構造
体。
1. A base-isolated support 4 provided between a base-isolated structure 2 and a base structure 3, and a first uneven portion 8 formed on a lower end surface of the base-isolated structure 2. A movable member 7 movably mounted so as not to be horizontally movable;
Second concave / convex portion into which the first concave / convex portion 8 is fitted / removably fitted
A fixing member 9 having an upper surface 10 and fixed to the substructure 3, a sensor 11 for detecting shaking, and a signal transmitted from the sensor 11 are compared to determine whether or not an earthquake has occurred and to release a command. Discrimination / control means 12 for outputting a signal
In the normal state, the movable member 7 is held at the lowered position where the first concave / convex portion 8 is fitted to the second concave / convex portion 10 and the movable member 7 receives the release command signal from the determination / control means 12 and receives the release command signal. , A resilient member 14 for raising the movable member 7 with the release of the lock / release mechanism 13, and a first uneven portion 8 after the end of the earthquake. A seismic isolation structure comprising: a fitting state return mechanism 15 for lowering a fitting position to a position fitted to the second uneven portion 10.
【請求項2】 被免震構造体2と基礎構造体3の間に設
けられる免震支持部4と、上端面に第1凹凸部8が形成
されると共に上記基礎構造体3に上下動可能かつ水平移
動不可能に取付けられる可動部材7と、該可動部材7の
第1凹凸部8が嵌合・離脱自在に嵌合する第2凹凸部10
を下面に有すると共に上記被免震構造体2に固着される
固定部材9と、揺れを検出するセンサー11と、該センサ
ー11から送られる信号を比較演算して地震か否かを判別
すると共に解除命令信号を出力する判別・制御手段12
と、通常状態に於て上記可動部材7を第1凹凸部8が第
2凹凸部10に嵌合する上昇位置に保持すると共に上記判
別・制御手段12からの解除命令信号を受けて上記可動部
材7を下降可能とするロック・解除機構13と、該ロック
・解除機構13の解除に伴って上記可動部材7を下降させ
る弾発部材14と、地震終了後に上記可動部材7を第1凹
凸部8が第2凹凸部10に嵌合する位置に上昇させる嵌合
状態復帰機構15と、を備えたことを特徴とする免震構造
体。
2. A base-isolated support portion 4 provided between a base-isolated structure 2 and a base structure 3, and a first uneven portion 8 formed on an upper end surface of the base-isolated structure. And a movable member 7 attached to the movable member 7 so as not to be horizontally movable, and a second uneven portion 10 to which the first uneven portion 8 of the movable member 7 is fitted and detached.
And a sensor 11 for detecting shaking, and a signal transmitted from the sensor 11 is subjected to a comparison operation to determine whether or not an earthquake has occurred and to release the signal. Discrimination / control means 12 for outputting a command signal
In the normal state, the movable member 7 is held at the raised position where the first uneven portion 8 is fitted to the second uneven portion 10, and the movable member 7 receives the release command signal from the determination / control means 12, and And a resilient member 14 for lowering the movable member 7 when the lock / release mechanism 13 is released, and a first concave / convex portion 8 after the end of the earthquake. And a fitted state return mechanism 15 that raises the fitting state to a position fitted to the second uneven portion 10.
【請求項3】 被免震構造体2と基礎構造体3の間に設
けられる免震支持部4と、下端面に第1凹凸部8が形成
されると共に上記被免震構造体2に上下動可能かつ水平
移動不可能に取付けられる可動部材7と、該可動部材7
の第1凹凸部8が嵌合・離脱自在に嵌合する第2凹凸部
10を上面に有すると共に上記基礎構造体3に固着される
固定部材9と、揺れを検出するセンサー11と、該センサ
ー11から送られる信号を比較演算して地震か否かを判別
すると共に解除命令信号を出力する判別・制御手段12
と、通常状態に於て上記可動部材7を第1凹凸部8が第
2凹凸部10に嵌合するように下降させると共に上記判別
・制御手段12からの解除命令信号を受けて上記可動部材
7を上昇させる昇降駆動機構49と、を備えたことを特徴
とする免震構造体。
3. A seismic isolation support portion 4 provided between the seismic isolated structure 2 and the foundation structure 3, and a first uneven portion 8 formed on a lower end surface of the seismic isolated structure 2. A movable member 7 movably mounted so as not to be horizontally movable;
Second concave / convex portion into which the first concave / convex portion 8 is fitted / removably fitted
A fixing member 9 having an upper surface 10 and fixed to the substructure 3, a sensor 11 for detecting shaking, and a signal transmitted from the sensor 11 are compared to determine whether or not an earthquake has occurred and to release a command. Discrimination / control means 12 for outputting a signal
In the normal state, the movable member 7 is lowered so that the first uneven portion 8 is fitted into the second uneven portion 10, and the movable member 7 is received in response to a release command signal from the determination / control means 12. A seismic isolation structure, comprising: an elevating drive mechanism 49 for ascending.
【請求項4】 被免震構造体2と基礎構造体3の間に設
けられる免震支持部4と、上端面に第1凹凸部8が形成
されると共に上記基礎構造体3に上下動可能かつ水平移
動不可能に取付けられる可動部材7と、該可動部材7の
第1凹凸部8が嵌合・離脱自在に嵌合する第2凹凸部10
を下面に有すると共に上記被免震構造体2に固着される
固定部材9と、揺れを検出するセンサー11と、該センサ
ー11から送られる信号を比較演算して地震か否かを判別
すると共に解除命令信号を出力する判別・制御手段12
と、通常状態に於て上記可動部材7を第1凹凸部8が第
2凹凸部10に嵌合するように上昇させると共に上記判別
・制御手段12からの解除命令信号を受けて上記可動部材
7を下降させる昇降駆動機構49と、を備えたことを特徴
とする免震構造体。
4. A base-isolated support portion 4 provided between a base-isolated structure 2 and a base structure 3, and a first uneven portion 8 formed on an upper end surface of the base-isolated structure. And a movable member 7 attached to the movable member 7 so as not to be horizontally movable, and a second uneven portion 10 to which the first uneven portion 8 of the movable member 7 is fitted and detached.
And a sensor 11 for detecting shaking, and a signal transmitted from the sensor 11 is subjected to a comparison operation to determine whether or not an earthquake has occurred and to release the signal. Discrimination / control means 12 for outputting a command signal
In the normal state, the movable member 7 is raised so that the first uneven portion 8 is fitted into the second uneven portion 10, and the movable member 7 is received in response to a release command signal from the determination / control means 12. A seismic isolation structure, comprising: an elevating drive mechanism 49 for lowering the arm.
【請求項5】 被免震構造体2と基礎構造体3の間に設
けられる免震支持部4と、下端部に弾性体被覆部56を有
すると共に上記被免震構造体2に上下動可能かつ水平移
動不可能に取付けられる可動部材7と、該可動部材7の
弾性体被覆部56が挿入・離脱自在に挿入されると共に内
周面に多数の球体54…が回転自在に保持される凹部55を
有し上記基礎構造体3に固着される固定部材9と、揺れ
を検出するセンサー11と、該センサー11から送られる信
号を比較演算して地震か否かを判別すると共に解除命令
信号を出力する判別・制御手段12と、通常状態に於て上
記可動部材7を弾性体被覆部56が凹部55に挿入するよう
に下降させると共に上記判別・制御手段12からの解除命
令信号を受けて上記可動部材7を上昇させる昇降駆動機
構49と、を備えたことを特徴とする免震構造体。
5. A seismic isolation support 4 provided between the base-isolated structure 2 and the base structure 3, and an elastic covering portion 56 at a lower end, and the base-isolated structure 2 can move up and down. A movable member 7 mounted so as not to move horizontally, and a concave portion into which an elastic covering portion 56 of the movable member 7 is inserted so as to be able to be inserted and removed, and a number of spheres 54 are rotatably held on the inner peripheral surface. A fixing member 9 having 55 and fixed to the base structure 3, a sensor 11 for detecting shaking, and a signal sent from the sensor 11 are compared to determine whether or not an earthquake has occurred and to output a release command signal. The discriminating / controlling means 12 which outputs the movable member 7 in a normal state so that the elastic body covering portion 56 is inserted into the concave portion 55, and upon receiving a release command signal from the discriminating / controlling means 12, A lifting drive mechanism 49 for raising the movable member 7. Seismic isolation structure to be.
【請求項6】 被免震構造体2と基礎構造体3の間に設
けられる免震支持部4と、上端部に弾性体被覆部56を有
する上記基礎構造体3に上下動可能かつ水平移動不可能
に取付けられる可動部材7と、該可動部材7の弾性体被
覆部56が挿入・離脱自在に挿入されると共に内周面に多
数の球体54…が回転自在に保持される凹部55を有し上記
被免震構造体2に固着される固定部材9と、揺れを検出
するセンサー11と、該センサー11から送られる信号を比
較演算して地震か否かを判別すると共に解除命令信号を
出力する判別・制御手段12と、通常状態に於て上記可動
部材7を弾性体被覆部56が凹部55に挿入するように上昇
させると共に上記判別・制御手段12からの解除命令信号
を受けて上記可動部材7を下降させる昇降駆動機構49
と、を備えたことを特徴とする免震構造体。
6. The base-isolated support 4 provided between the base-isolated structure 2 and the base structure 3, and the base structure 3 having an elastic covering portion 56 at the upper end thereof can be moved vertically and horizontally. It has a movable member 7 that is impossible to be attached, and a concave portion 55 into which an elastic body covering portion 56 of the movable member 7 is inserted so as to be able to be inserted / removed and a large number of spheres 54 are rotatably held on the inner peripheral surface. A fixing member 9 fixed to the base-isolated structure 2, a sensor 11 for detecting shaking, and a signal sent from the sensor 11 are compared to determine whether or not an earthquake has occurred and to output a release command signal. The movable member 7 is raised in a normal state so that the elastic covering portion 56 is inserted into the concave portion 55, and the movable member 7 is moved in response to a release command signal from the determination / control device 12. Elevating drive mechanism 49 for lowering member 7
And a seismic isolation structure comprising:
【請求項7】 平面的に見て、可動部材7と固定部材9
が、夫々、少なくとも2か所に配設されている請求項
1,2,3,4,5又は6記載の免震構造体。
7. A movable member 7 and a fixed member 9 when viewed in plan.
The seismic isolation structure according to claim 1, 2, 3, 4, 5, or 6, wherein each is disposed at at least two places.
【請求項8】 地震により基礎構造体3に対して位置ず
れした被免震構造体2を、可動部材7の第1凹凸部8と
固定部材9の第2凹凸部10が相互に嵌合可能となる通常
位置に復元させる復元手段37を、備えている請求項1,
2,3又は4記載の免震構造体。
8. The seismically isolated structure 2 displaced from the base structure 3 due to the earthquake can be fitted into the first uneven portion 8 of the movable member 7 and the second uneven portion 10 of the fixed member 9 mutually. And a restoring means 37 for restoring to a normal position.
The seismic isolation structure according to 2, 3, or 4.
【請求項9】 地震により基礎構造体3に対して位置ず
れした被免震構造体2を、可動部材7の弾性体被覆部56
が固定部材9の凹部55に挿入可能となる通常位置に復元
させる復元手段37を、備えている請求項5又は6記載の
免震構造体。
9. The seismically isolated structure 2 displaced with respect to the base structure 3 due to the earthquake is attached to the elastic covering portion 56 of the movable member 7.
The seismic isolation structure according to claim 5 or 6, further comprising restoring means (37) for restoring to a normal position where the member can be inserted into the concave portion (55) of the fixing member (9).
JP27364697A 1997-09-20 1997-09-20 Base isolating structure Pending JPH1193456A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27364697A JPH1193456A (en) 1997-09-20 1997-09-20 Base isolating structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27364697A JPH1193456A (en) 1997-09-20 1997-09-20 Base isolating structure

Publications (1)

Publication Number Publication Date
JPH1193456A true JPH1193456A (en) 1999-04-06

Family

ID=17530596

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27364697A Pending JPH1193456A (en) 1997-09-20 1997-09-20 Base isolating structure

Country Status (1)

Country Link
JP (1) JPH1193456A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003041802A (en) * 2001-07-26 2003-02-13 Oiles Ind Co Ltd Fixing device for seismically isolated structure
JP2005036473A (en) * 2003-07-18 2005-02-10 Daiwa House Ind Co Ltd Monitoring system for building base-isolating device equipped with wind shake preventing function
JP2005160192A (en) * 2003-11-25 2005-06-16 Satoshi Kiyono Drive device
JP2009138475A (en) * 2007-12-07 2009-06-25 Daiwa House Industry Co Ltd Base isolation system of building provided with wind shake preventing mechanism
KR101030564B1 (en) 2010-08-24 2011-04-21 주식회사 한일계전 The panel controlling quake-proof plate automatically
WO2012131392A3 (en) * 2011-04-01 2013-03-07 David Reid Methods and apparatus for improving the integrity of building structures
JP2016014429A (en) * 2014-07-02 2016-01-28 名川 政人 Seismic isolator

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003041802A (en) * 2001-07-26 2003-02-13 Oiles Ind Co Ltd Fixing device for seismically isolated structure
JP4715053B2 (en) * 2001-07-26 2011-07-06 オイレス工業株式会社 Seismic isolation structure fixing device
JP2005036473A (en) * 2003-07-18 2005-02-10 Daiwa House Ind Co Ltd Monitoring system for building base-isolating device equipped with wind shake preventing function
JP2005160192A (en) * 2003-11-25 2005-06-16 Satoshi Kiyono Drive device
JP4526011B2 (en) * 2003-11-25 2010-08-18 慧 清野 Drive device
JP2009138475A (en) * 2007-12-07 2009-06-25 Daiwa House Industry Co Ltd Base isolation system of building provided with wind shake preventing mechanism
KR101030564B1 (en) 2010-08-24 2011-04-21 주식회사 한일계전 The panel controlling quake-proof plate automatically
WO2012131392A3 (en) * 2011-04-01 2013-03-07 David Reid Methods and apparatus for improving the integrity of building structures
GB2505100A (en) * 2011-04-01 2014-02-19 David Reid Methods and apparatus for improving the integrity of building structures
JP2016014429A (en) * 2014-07-02 2016-01-28 名川 政人 Seismic isolator

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