JPH1113830A - Trigger mechanism for base isolation device - Google Patents

Trigger mechanism for base isolation device

Info

Publication number
JPH1113830A
JPH1113830A JP9187798A JP18779897A JPH1113830A JP H1113830 A JPH1113830 A JP H1113830A JP 9187798 A JP9187798 A JP 9187798A JP 18779897 A JP18779897 A JP 18779897A JP H1113830 A JPH1113830 A JP H1113830A
Authority
JP
Japan
Prior art keywords
base
seismic isolation
stopper member
support
earthquake
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
JP9187798A
Other languages
Japanese (ja)
Inventor
Masanori Ogura
雅則 小倉
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.)
KYB Corp
Original Assignee
Kayaba Industry Co Ltd
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 Kayaba Industry Co Ltd filed Critical Kayaba Industry Co Ltd
Priority to JP9187798A priority Critical patent/JPH1113830A/en
Publication of JPH1113830A publication Critical patent/JPH1113830A/en
Pending legal-status Critical Current

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

Abstract

PROBLEM TO BE SOLVED: To certainly lock a base isolation device, by a stopper member from being operated by external force except an earthquake at normal time, eliminate the stopper member by base isolation action when an earthquake is generated, so that the base isolation device can be switched to an unlocked condition. SOLUTION: In a base isolation device 1 arranging a base seat 3 with a support surface between support base 2 and a base isolation base 4 as a recessed surface 6 and a ball unit 7 rollingly moving on the recessed surface 6 of the base seat 3 to be opposed to each other and supporting the base isolation base 4 able to move in a horizontal direction relating to the support base 2 through these base seat 3 and ball unit 7, a stopper member 10 energized in a horizontal direction by a spring 9 is integrally held between the support base 2 and the base isolation base 4 to be interposed, the base isolation base 4 is directly mounted on the support base 2 by the stopper member 10 to prevent the lateral shaking of the base isolation base 4 by external force except an earthquake. Relating to a large vibration such as an earthquake of generation time, by a rise of the base isolation base 4 according to relative displacement of the base seat 3 and the ball unit 7, integral holding force of the support base 2 and the base isolation base 4 by the stopper member 10 is released, by the spring 9, the stopper member 10 is eliminated to an inoperative position without butt to the base isolation base 4.

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】この発明は、地震以外の振動
や外力および強風等で免震装置が作動するのを阻止する
と共に、地震の発生の際には当該免震装置の作動を解除
して免震作用を可能とする免震装置のトリガ機構に関
し、特に、震動を極度に嫌うコンピュータや貴重品であ
る美術工芸品等の展示台への使用に適する免震装置のト
リガ機構に関する。
The present invention prevents the seismic isolation device from operating due to vibration other than an earthquake, external force, strong wind, etc., and releases the operation of the seismic isolation device when an earthquake occurs. The present invention relates to a trigger mechanism of a seismic isolation device that enables seismic isolation, and more particularly to a trigger mechanism of a seismic isolation device suitable for use on a display stand of a computer or a valuable arts and crafts that extremely dislikes vibration.

【0002】[0002]

【従来の技術】一般に、免震装置を介して支持した免震
物は、地震発生時の揺れをカットして免震物に可能な限
り地震の揺れが伝わらないようにするために、揺れ抗力
を低く保って免震物を支持している。
2. Description of the Related Art In general, a seismic isolated object supported via a seismic isolation device is used to reduce the shaking at the time of the occurrence of an earthquake and to prevent the shaking of the earthquake from being transmitted to the seismic isolated object as much as possible. To support seismic isolation.

【0003】そのために、免震物が一般住宅のような比
較的小型の構造物であった場合、或いは、震動を極度に
嫌うコンピュータや貴重品である美術工芸品等であった
場合には、これら免震物が地震以外の振動や外力および
強風等によっても容易に揺れ動いてしまうことになる。
For this reason, when the seismic isolation is a relatively small structure such as a general house, or a computer or a valuable arts and crafts which is extremely disliked by the vibration, These seismic isolation members easily swing due to vibration other than the earthquake, external force, strong wind, and the like.

【0004】そこで、このような小型の免震物に使用す
る免震装置にあっては、免震物を載せる免震台を通常時
においてロック状態に保って地震以外の振動や外力およ
び強風等による免震物の揺れを抑えると共に、地震の発
生時には、当該免震台のロックを解除状態に切り換えて
免震作用を可能とし、それによって、免震物の揺れを免
震装置で吸収するようにしてやることが望ましい。
Therefore, in such a seismic isolation device used for such a small seismic isolated object, the seismic isolation table on which the seismic isolated object is mounted is normally kept in a locked state, and vibrations other than an earthquake, external force, strong wind, etc. In addition to suppressing the shaking of the seismic isolation object due to the earthquake, in the event of an earthquake, the seismic isolation table is unlocked to enable the seismic isolation effect by switching to the unlocked state, so that the seismic isolation device is absorbed by the seismic isolation device. It is desirable to do it.

【0005】このような観点から、例えば、平成2年特
許出願公開第183060号公報にみられるように、支
持台と免震台との間に免震装置と並べて免震動作制御機
構を介装した免震装置が提案されている。
[0005] From such a viewpoint, for example, as disclosed in Japanese Patent Application Publication No. 183060/1990, a seismic isolation operation control mechanism is interposed between a support base and a seismic isolation base along with a seismic isolation device. A seismic isolation device has been proposed.

【0006】すなわち、上記の提案では、台上に円筒状
のストッパ部材を横に倒して転動自在に載置するなり、
或いは、支持台上に転倒可能に立設したストッパ部材
(規制部材)を用い、これらストッパ部材を免震台の周
囲と支持台側の係止壁との間に介装して免震装置のロッ
クとロック解除の切換機構を構成している。
That is, in the above proposal, a cylindrical stopper member is laid on a table so as to be rolled freely by falling down sideways.
Alternatively, a stopper member (restriction member) which is erected on the support table so as to be able to fall over is used, and these stopper members are interposed between the periphery of the seismic isolation table and the locking wall on the support table side, and A lock / unlock switching mechanism is configured.

【0007】このようにして、通常時には、免震台の揺
れを支持台側の係止壁によりストッパ部材を通して阻止
しつつ、免震台をロック状態に保って地震以外の振動や
外力および強風等による免震物の揺れを抑える。
In this manner, in normal times, the seismic isolation table is prevented from shaking by the stopper member on the support base side through the stopper member, and the seismic isolation table is kept in a locked state to prevent vibration other than earthquake, external force, strong wind and the like. To reduce the vibration of seismic isolation.

【0008】しかも、地震発生時のような大きな揺れに
対しては、ストッパ部材が台上を転動して落下するなり
或いは支持台上で転倒して免震台の側面から外れ、スト
ッパ部材による免震台のロックを解除して免震装置の作
動を可能とし、当該免震装置で免震物の揺れを吸収して
抑えるようにしている。
In addition, against a large shaking such as when an earthquake occurs, the stopper member rolls on the table and falls, or falls on the support table and falls off the side surface of the seismic isolation table. The seismic isolation device is unlocked to enable the operation of the seismic isolation device, and the seismic isolation device absorbs and suppresses the vibration of the seismic isolation device.

【0009】[0009]

【発明が解決しようとする課題】しかし、そうとは言っ
ても、この提案のものでは、上記したように地震の発生
に伴い転動して台上から落下するなり或いは支持台上で
転倒するストッパ部材の働きに期待して免震台のロック
およびロック解除を行うようにしている。
However, even so, in the case of this proposal, as described above, it rolls due to the occurrence of an earthquake and falls from the table or falls on the support table. The seismic isolation table is locked and unlocked in anticipation of the function of the stopper member.

【0010】そのために、ストッパ部材の台上から落下
或いは支持台上で転倒は、地震の大きさと震動方向によ
るだけでなく、例えば、ストッパ部材が落下或いは転倒
する前に震動方向が反転すると元のロック状態に戻って
しまう。
[0010] For this reason, the stopper member falls from the stand or falls on the support base not only depends on the magnitude of the earthquake and the vibration direction, but also when the vibration direction is reversed before the stopper member falls or falls, for example. It returns to the locked state.

【0011】このことから、ストッパ部材が何時落下或
いは転倒して免震台のロック解除が行われるのか分から
ず、したがって、地震の発生に伴って常に免震台のロッ
ク解除が確実に行われるとは限らないという問題点を有
する。
From this, it is not known when the stopper member drops or falls and the lock of the seismic isolation table is released, and therefore, if the lock of the seismic isolation table is always reliably released with the occurrence of the earthquake. Is not always limited.

【0012】しかも、通常時において支持台側の係止壁
と免震台の側壁とでストッパ部材を挟んでおいたとする
と、地震の震動によってこれらストッパ部材の落下或い
は転倒が行われないことになるので、支持台側の係止壁
と免震台の側壁との間に或る程度の間隙を保ってストッ
パ部材を介装しておかなければならない。
Furthermore, if the stopper member is sandwiched between the locking wall on the support base side and the side wall of the seismic isolation table in normal times, the stopper member will not fall or fall due to the earthquake vibration. Therefore, the stopper member must be provided with a certain gap between the locking wall on the support base side and the side wall of the seismic isolation base.

【0013】その結果、通常の状態において地震以外の
振動や外力および強風等を受けたときにも、免震台がこ
れら間隙の範囲内で揺れ動いて免震物に揺れをもたらす
ばかりでなく、免震台がストッパ部材へと衝突を繰り返
して免震物に衝撃を与え、免震物であるコンピュータや
展示用の美術工芸品を傷めたり或いは一般住宅の場合に
は住人に不安を与えるという問題点をも有する。
As a result, even in a normal state, when subjected to vibration other than earthquake, external force, strong wind, etc., not only does the seismic isolation table sway within these gaps, causing the seismic isolation object to sway, but also The problem is that the shaking table repeatedly hits the stopper member and impacts the seismic isolated object, damaging the computer and the arts and crafts for display, or in the case of a general house, causing anxiety to residents. It also has

【0014】したがって、この発明の目的は、通常時に
地震以外の振動や外力および強風等によって免震装置が
作動するのをストッパ部材でロックすると共に、当該ス
トッパ部材を地震発生時における免震装置の免震動作に
伴い免震台と衝合しない状態へと排除して免震装置のロ
ック解除を行うことのできる免震装置のトリガ機構を提
供することである。
Accordingly, an object of the present invention is to lock the operation of the seismic isolation device by a stopper member at normal times due to vibrations other than an earthquake, external force, strong wind, etc., and to lock the stopper member at the time of an earthquake. An object of the present invention is to provide a trigger mechanism for a seismic isolation device that can be unlocked by removing the seismic isolation device from a state where the seismic isolation table does not collide with the seismic isolation operation.

【0015】[0015]

【課題を解決するための手段】上記した目的は、この発
明において、支持台と免震台との間に支持面を凹面とし
た台座と、当該台座の凹面を転動しつつ移動するボール
体を互いに対向して配置し、これら台座とボール体を介
して免震台を支持台に対し水平方向へと移動可能に支持
した免震装置において、支持台と免震台との間にスプリ
ングで水平方向へと付勢したストッパ部材を一体的に保
持して介装し、当該ストッパ部材で免震台を支持台上に
直に載置して地震以外の外力による免震台の横揺れを阻
止すると共に、地震の発生時のような大きな震動に対し
ては、台座とボール体の相対変位に伴う免震台の上昇で
ストッパ部材による支持台と免震台の一体的な保持力を
解き、スプリングでストッパ部材を免震台と衝合しない
不作動位置に排除することによって達成される。
SUMMARY OF THE INVENTION It is an object of the present invention to provide a pedestal having a concave support surface between a support table and a seismic isolation table, and a ball moving while rolling on the concave surface of the pedestal. Are placed facing each other, and the seismic isolation table is supported via these pedestals and balls so as to be movable in the horizontal direction with respect to the support base. A stopper member urged in the horizontal direction is integrally held and interposed, and the seismic isolation table is placed directly on the support table with the stopper member to prevent the seismic isolation table from rolling due to external force other than earthquake. In addition to preventing the vibration, such as when an earthquake occurs, the seismic isolation base rises due to the relative displacement of the base and the ball, releasing the integrated holding power of the support base and the isolation base by the stopper member. , Spring removes stopper member to inoperative position where it does not collide with seismic isolation table It is achieved by Rukoto.

【0016】すなわち、上記のように構成することによ
り、通常時にあっては、支持台と免震台との間に介装し
たストッパ部材の保持力で免震台は、当該ストッパ部材
を通して支持台上に一体的に直に保持される。
In other words, with the above-described configuration, in normal times, the seismic isolation table is moved through the stopper member by the holding force of the stopper member interposed between the support table and the seismic isolation table. It is directly held integrally on top.

【0017】これによって、地震以外の振動や外力およ
び強風等によって生じる免震台の横揺れは、支持台と免
震台に対するストッパ部材との間のそれぞれの保持力で
ロックして抑えられる。
[0017] In this way, the sway of the seismic isolation table caused by vibration other than the earthquake, external force, strong wind, and the like is locked and suppressed by the respective holding forces between the support table and the stopper member for the seismic isolation table.

【0018】それに対して、地震の発生時にあっては、
免震装置における台座とボール体の相対変位に伴う免震
台の上昇で支持台とストッパ部材との間の保持力、およ
び免震台とストッパ部材との間の保持力を共に解く。
On the other hand, when an earthquake occurs,
As the seismic isolator rises due to the relative displacement of the base and the ball in the seismic isolator, the holding force between the support base and the stopper member and the holding force between the seismic isolator table and the stopper member are both released.

【0019】その結果、ストッパ部材は、スプリングの
ばね力により免震台と衝合しない不作動位置へと排除さ
れ、以後、免震装置は、通常の免震作用を行いつつ地震
の振動を吸収して免震台に横揺れが生じるのを防止す
る。
As a result, the stopper member is removed to an inoperative position where it does not collide with the seismic isolation table due to the spring force of the spring. Thereafter, the seismic isolation device absorbs the vibration of the earthquake while performing the normal seismic isolation operation. To prevent the seismic isolation table from rolling.

【0020】なお、好ましくは、上記において、スプリ
ングのばね力によるストッパ部材の不作動位置への排除
に伴い、支持台上には突起を設けておいてストッパ部材
を当て、当該突起によりストッパ部材を転倒させて免震
台と衝合しない不作動状態に排除するようにしてやる。
Preferably, in the above, with the removal of the stopper member to the inoperative position by the spring force of the spring, a projection is provided on the support base and the stopper member is applied, and the stopper member is used by the projection. I will try to get rid of it in an inoperative state that does not collide with the seismic isolation table.

【0021】これにより、免震作用時におけるストッパ
部材と免震台との干渉をより確実に阻止して、ストッパ
部材による免震台のロックとロック解除を効率よく安定
して行うことが可能になる。
Thus, the interference between the stopper member and the seismic isolation table during the seismic isolation operation is more reliably prevented, and the locking and unlocking of the seismic isolation table by the stopper member can be performed efficiently and stably. Become.

【0022】[0022]

【発明の実施の形態】以下、この発明の好ましい実施の
形態を添付図面に示す図1に基いて先づ説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A preferred embodiment of the present invention will be described below with reference to FIG.

【0023】図1に示すように、免震装置1は、支持台
2上に対して縦横に配置した複数個の台座3(一部のみ
示す)と、これら台座3と対向して住宅やコンピュータ
或いは美術工芸品等の展示物を載せる免震台4の下面に
設置した同数の支持脚5(同じく一部のみを示す)とを
有する。
As shown in FIG. 1, a seismic isolation device 1 includes a plurality of pedestals 3 (only some of which are arranged vertically and horizontally on a support base 2), a house and a computer facing the pedestals 3. Alternatively, it has the same number of supporting legs 5 (only a part is shown) installed on the lower surface of the seismic isolation table 4 on which exhibits such as arts and crafts are placed.

【0024】支持台2上に配置した台座3は、受面であ
る上面を周辺部に向って登り勾配となる円錐状の凹面6
として形成し、それによって、中心の部分が最も低くな
るように作ってある。
The pedestal 3 arranged on the support base 2 has a conical concave surface 6 having an upper surface, which is a receiving surface, having an upward slope toward the periphery.
As a result, so that the center part is the lowest.

【0025】それに対して、免震台4の下面に設置した
支持脚6の下端には、それぞれ大径のスチールボール7
を支持脚5内の図示しない多数の小径スチールボールで
支持して転動自在に設け、これらスチールボール7を各
支持脚5の下面から突出して配設してある。
On the other hand, large diameter steel balls 7 are provided at the lower ends of the support legs 6 installed on the lower surface of the base isolation table 4, respectively.
Are supported by a large number of small-diameter steel balls (not shown) in the support legs 5 so as to roll freely, and the steel balls 7 are arranged to protrude from the lower surfaces of the support legs 5.

【0026】上記スチールボール7は、支持台2におけ
る台座3の凹面6上に載せ、通常時において免震台4側
に作用する重力で凹面6の中心部分に位置させると共
に、これらスチールボール7を転動させながら免震台4
を支持台2に対して横方向へとあらゆる向きに相対変位
可能に移動し得るようにしている。
The steel ball 7 is placed on the concave surface 6 of the pedestal 3 of the support base 2 and is normally positioned at the center of the concave surface 6 by gravity acting on the seismic isolation table 4 side. Seismic isolation table 4 while rolling
Can be moved in the lateral direction relative to the support base 2 so as to be relatively displaceable in all directions.

【0027】一方、免震台4は、下方へと向って垂下す
る側壁片8を有し、これら側壁片8の下端面と支持台2
の上面との間に上記した支持台2側の台座3と免震台4
側のスチールボール7と並べてスプリング9により内方
へと向って付勢したストッパ部材10をそれぞれ介装し
てある。
On the other hand, the seismic isolation table 4 has side wall pieces 8 hanging downward.
The pedestal 3 on the side of the support 2 and the base 4 above
A stopper member 10 urged inward by a spring 9 is interposed alongside the steel ball 7 on the side.

【0028】この場合において、ストッパ部材10の上
面外端の部分には立上部11を形成しておき、通常の状
態(図1aの状態)において、この立上部11をスプリ
ング9のばね力で免震台4の側壁片8の外面に当て、当
該ストッパ部材10を介して免震台4を支持台2上に直
に載置している。
In this case, a rising portion 11 is formed at the outer end of the upper surface of the stopper member 10, and the rising portion 11 is released by the spring force of the spring 9 in a normal state (the state shown in FIG. 1A). The seismic isolation table 4 is placed directly on the support table 2 via the stopper member 10 against the outer surface of the side wall piece 8 of the vibration table 4.

【0029】しかも、上記と併せて、ストッパ部材10
と立上部11の内端上縁を結ぶ角度αが台座3における
凹面6の角度βよりも小さくなるように、当該ストッパ
部材10の立上部11の高さを定めて構成したのであ
る。
In addition to the above, the stopper member 10
The height of the rising portion 11 of the stopper member 10 is determined so that the angle α connecting the inner edge of the rising portion 11 and the inner edge of the rising portion 11 is smaller than the angle β of the concave surface 6 of the pedestal 3.

【0030】次に、以上のようにして構成した図1の免
震装置1の作用について説明することにする。
Next, the operation of the seismic isolation device 1 of FIG. 1 configured as described above will be described.

【0031】通常の状態にあっては、図1aに示すよう
に、ストッパ部材10の立上部11をスプリング9のば
ね力で免震台4の側壁片8へと係合させて一体的に保持
しつつ、スチールボール7を若干浮かし気味にして台座
3における凹面6の中心部分に位置させ、このようにし
て、免震台4をこれらストッパ部材10を通して支持台
2上に直に載置する。
In a normal state, as shown in FIG. 1A, the rising portion 11 of the stopper member 10 is engaged with the side wall piece 8 of the seismic isolation table 4 by the spring force of the spring 9 and is integrally held. Then, the steel ball 7 is slightly lifted and slightly positioned at the center of the concave surface 6 of the pedestal 3. In this way, the seismic isolation table 4 is directly placed on the support table 2 through the stopper members 10.

【0032】これにより、免震台4とストッパ部材10
の間には、立上部11による保持力が作用すると共に、
支持台2とストッパ部材10との間の接触面には、免震
台4側の荷重による摩擦力としての保持力が作用し、こ
れら保持力で支持台2と免震台4の水平方向への相対変
位を抑えてロックしつつ、地震以外の振動や外力および
強風等による免震台4の横揺れを阻止する。
Thus, the base isolation table 4 and the stopper member 10
In between, while the holding force by the rising portion 11 acts,
A holding force as a frictional force due to the load on the seismic isolation table 4 acts on the contact surface between the support table 2 and the stopper member 10, and the holding force acts in the horizontal direction of the support table 2 and the seismic isolation table 4. And rocks while suppressing the relative displacement of the base isolation table 4 to prevent the seismic isolation table 4 from rolling due to vibration other than the earthquake, external force, strong wind, and the like.

【0033】一方、地震の発生により支持台2とストッ
パ部材10との間の保持力に打ち勝つような大きな震動
が支持台2側に加わると、支持台2とストッパ部材10
との間の接触面に滑りが生じて支持台2と免震台4との
間に水平方向への相対変位が生じる。
On the other hand, when a large vibration that overcomes the holding force between the support table 2 and the stopper member 10 due to the occurrence of an earthquake is applied to the support table 2 side, the support table 2 and the stopper member 10
Is caused in the contact surface between the base 2 and the base 2 and the seismic isolation table 4, causing a relative displacement in the horizontal direction.

【0034】この支持台2と免震台4との相対変位に伴
い、支持台2側における台座3の凹面6が免震台4側の
支持脚5に設けたスチールボール8に押し付けられ、当
該スチールボール8を転動させつつ凹面6の傾斜に沿っ
て免震台4を上方へと持ち上げていく。
With the relative displacement between the support table 2 and the seismic isolation table 4, the concave surface 6 of the pedestal 3 on the support table 2 side is pressed against the steel ball 8 provided on the support leg 5 on the seismic isolation table 4 side. The seismic isolation table 4 is lifted upward along the inclination of the concave surface 6 while rolling the steel ball 8.

【0035】しかし、免震台4の側壁片8がストッパ部
材10の立上部11を越えて上昇するまでは、図1bの
ように立上部11がスプリング9のばね力により側壁片
8へと押し付けられたままで、免震台4に対するストッ
パ部材10の保持力を保って当該ストッパ部材10を係
止状態に保持している。
However, until the side wall piece 8 of the seismic isolation table 4 rises beyond the rising part 11 of the stopper member 10, the rising part 11 is pressed against the side wall piece 8 by the spring force of the spring 9, as shown in FIG. In this state, the stopper member 10 is held in a locked state while maintaining the holding force of the stopper member 10 on the seismic isolation table 4.

【0036】そうとは言っても、上記免震台4の上昇に
よって側壁片8とストッパ部材10との間には図1bに
みられるように隙間12が生じ、この隙間12の発生に
よってそれまで支持台2とストッパ部材10との間の接
触面に加わっていた免震台4側の荷重が台座3の凹面6
とスチールボール7との接触部分に移る。
Nevertheless, as shown in FIG. 1B, a gap 12 is formed between the side wall piece 8 and the stopper member 10 due to the rise of the seismic isolation table 4. The load applied to the contact surface between the support base 2 and the stopper member 10 on the seismic isolation table 4 side is reduced to the concave surface 6 of the base 3.
To the contact portion between the steel ball 7 and the steel ball 7.

【0037】そのために、支持台2とストッパ部材10
との間の摩擦力が下がって保持力が極端に低下し、支持
台2は、台座3の凹面6の傾斜で免震台4を上方へと持
ち上げながらストッパ部材10との接触面を軽く滑って
移動していくことになる。
For this purpose, the support table 2 and the stopper member 10
The holding force is extremely reduced due to a decrease in the frictional force between the support base 2 and the support table 2 gently slides on the contact surface with the stopper member 10 while lifting the seismic isolation table 4 upward due to the inclination of the concave surface 6 of the base 3. Will move.

【0038】続いて、免震台4の側壁片8がストッパ部
材10の立上部11を越えるようになると、免震台4の
係止片8によるストッパ部材10の立上部11の係止が
解かれて、ストッパ部材10は、スプリング9のばね力
で図1cに示すように、支持台2と免震台4の相対変位
に伴う側壁片8の下端の軌跡xよりも下方の当該側壁片
8と衝合しない不作動位置へと排除される。
Subsequently, when the side wall piece 8 of the seismic isolation table 4 exceeds the rising part 11 of the stopper member 10, the locking of the rising part 11 of the stopper member 10 by the locking piece 8 of the seismic isolation table 4 is released. As shown in FIG. 1C, the stopper member 10 is moved by the spring force of the spring 9 so as to be lower than the locus x of the lower end of the side wall piece 8 due to the relative displacement between the support base 2 and the seismic isolation base 4. It is removed to the inoperative position which does not conflict with

【0039】なお、上記において、図2に示すように、
支持台2の上面に突起13を設けておくと共に、スリッ
ト14をもつストッパ部材10aを用いてスプリング9
を回動自在に取り付け、ストッパ部材10aを突起13
で転倒させて不作動位置へと排除することにより、効率
よく安定して免震台4と衝合しない状態を保って不作動
位置へと排除することが可能になる。
In the above, as shown in FIG.
A projection 13 is provided on the upper surface of the support base 2, and a spring 9 is provided by using a stopper member 10 a having a slit 14.
Is rotatably mounted, and the stopper member 10a is
In this way, it is possible to efficiently and stably exclude the seismic isolation table 4 from the inoperative position while keeping the state in which it does not collide with the seismic isolation table 4.

【0040】かくして、免震装置1は、地震の発生に伴
い免震台4のロックを解除すると共にストッパ部材10
を不作動位置へと排除し、本来の免震作用を行いつつ地
震の震動が直に免震台4に伝わるのを防止する。
Thus, the seismic isolation device 1 unlocks the seismic isolation table 4 in response to the occurrence of the earthquake, and
To the inoperative position to prevent the vibration of the earthquake from being transmitted directly to the base isolation table 4 while performing the original seismic isolation function.

【0041】そして、地震が収まると免震台4側の荷重
で自動的にスチールボール7が台座3における凹面6の
中心部分へと戻って静止する。
When the earthquake stops, the steel ball 7 automatically returns to the center of the concave surface 6 of the pedestal 3 and stands still by the load on the seismic isolation base 4.

【0042】ここで、速やかにストッパ部材10を元の
状態にリセットして免震台4をロックし、地震以外の振
動や外力および強風等による免震台4の横揺れを阻止し
つつ次の地震の発生に備えるのである。
Here, the stopper member 10 is promptly reset to the original state, the seismic isolation table 4 is locked, and the next seismic isolation table 4 is prevented from rolling due to vibration other than the earthquake, external force, strong wind, and the like. Prepare for an earthquake.

【0043】また、これまで説明してきた図1の実施の
形態にあっては、上面外端の部分に立上部11をもつス
トッパ部材10,10aを用いて実施した場合を述べて
きたが、図3において示す他の実施の形態のように、立
上部11をもたないストッパ部材10bを用いて同様に
実施することもできる。
Also, in the embodiment of FIG. 1 described so far, the case has been described where the stopper members 10 and 10a having the rising portions 11 at the outer end portions of the upper surface are used. As in the other embodiment shown in FIG. 3, the present invention can be similarly implemented using a stopper member 10b having no rising portion 11.

【0044】すなわち、図3の実施の形態にあっては、
ストッパ部材10bを単なる柱状の介在物として形成す
ると共に、ストッパ部材10bと支持台2との間の摩擦
力による保持力を免震台4の側壁片8とストッパ部材1
0bとの間の摩擦力による保持力よりも大きくした点で
先に述べた図1の実施の形態と相違している。
That is, in the embodiment of FIG.
The stopper member 10b is formed as a simple columnar inclusion, and the holding force due to the frictional force between the stopper member 10b and the support table 2 is reduced by the side wall piece 8 of the seismic isolation table 4 and the stopper member 1.
This embodiment differs from the above-described embodiment of FIG. 1 in that the holding force is larger than the holding force due to the frictional force between 0b.

【0045】したがって、この場合には、図3aに示す
通常の状態において、支持台2と免震台4の水平方向へ
の相対変位を免震台4の側壁片8とストッパ部材10b
との間の保持力で抑えてロックし、地震以外の振動や外
力および強風等による免震台4の横揺れを阻止すること
になる。
Therefore, in this case, in the normal state shown in FIG. 3A, the relative displacement of the support table 2 and the seismic isolation table 4 in the horizontal direction is controlled by the side wall piece 8 of the seismic isolation table 4 and the stopper member 10b.
And locks, thereby preventing the seismic isolation table 4 from swaying due to vibration other than an earthquake, external force, strong wind, or the like.

【0046】それに対して、地震の発生により側壁片8
とストッパ部材10bとの間の保持力に打ち勝つような
大きな震動が支持台2側に加わると、側壁片8とストッ
パ部材10bとの間の接触面が滑って支持台2と免震台
4との間に水平方向への相対変位が生じる。
On the other hand, the side wall piece 8
When a large vibration that overcomes the holding force between the support member 2 and the stopper member 10b is applied to the support table 2 side, the contact surface between the side wall piece 8 and the stopper member 10b slides and the support table 2 and the seismic isolation table 4 , A relative displacement in the horizontal direction occurs.

【0047】この支持台2と免震台4との相対変位に伴
い、支持台2側の台座3の凹面6が免震台4側のスチー
ルボール8に押し付けられ、当該スチールボール8を転
動させつつ凹面6の傾斜に沿って免震台4を上方へと持
ち上げ、図3bに示したように、側壁片8とストッパ部
材10bとの間の接触面に隙間12bを作る。
With the relative displacement between the support base 2 and the seismic isolation base 4, the concave surface 6 of the pedestal 3 on the support base 2 side is pressed against the steel ball 8 on the seismic isolation base 4 side, and the steel ball 8 rolls. The seismic isolation table 4 is lifted upward along the slope of the concave surface 6 while making a gap 12b in the contact surface between the side wall piece 8 and the stopper member 10b as shown in FIG. 3B.

【0048】この隙間12bの発生によってストッパ部
材10bの上下面における保持力が極端に低下し、スト
ッパ部材10bは、これら摩擦力による保持状態を解か
れて図3cに示すように、スプリング9のばね力で支持
台2と免震台4の相対変位に伴う側壁片8の下端の軌跡
xよりも下方の当該側壁片8と衝合しない不作動位置へ
と排除される。
Due to the formation of the gap 12b, the holding force on the upper and lower surfaces of the stopper member 10b is extremely reduced, and the stopper member 10b is released from the holding state by these frictional forces, as shown in FIG. The force is removed to an inoperative position below the locus x of the lower end of the side wall piece 8 due to the relative displacement between the support base 2 and the seismic isolation table 4 and not in contact with the side wall piece 8.

【0049】かくして、免震装置1は、地震の発生に伴
い免震台4のロックを解除すると共にストッパ部材10
bを不作動位置へと排除し、地震の震動が直に免震台4
に伝わるのを防止して本来の免震作用を行うことにな
る。
Thus, the seismic isolation device 1 unlocks the seismic isolation table 4 in response to the occurrence of the earthquake, and
b was removed to the inoperative position, and the seismic vibration immediately
To prevent the transmission to the original seismic isolation function.

【0050】しかも、この図3の実施の形態にあって
も、図4に示すように、支持台2の上面に突起13を設
けておくと共に、スリット14をもつストッパ部材10
cを用いてスプリング9を回動自在に取り付けることに
より、突起13でストッパ部材10aを転倒させて効率
よく安定して免震台4と衝合しない不作動位置へと排除
することも可能である。
Further, in the embodiment shown in FIG. 3, as shown in FIG. 4, a projection 13 is provided on the upper surface of the support 2 and a stopper member 10 having a slit 14 is provided.
By pivotally attaching the spring 9 using c, the stopper member 10a can be overturned by the projection 13 to efficiently and stably remove the stopper member 10a to an inoperative position where it does not collide with the seismic isolation table 4. .

【0051】そして、地震が収まって支持台2と免震台
4の相対位置が通常の状態に戻った時点で速やかにスト
ッパ部材10b,10cをリセットし、これらストッパ
部材10b,10cで免震台4を再度ロックして地震以
外の振動や外力および強風等による免震台4の横揺れを
阻止しつつ次の地震の発生に備えるのである。
When the relative position between the support 2 and the seismic isolation table 4 returns to the normal state after the earthquake has subsided, the stopper members 10b and 10c are immediately reset, and the seismic isolation table is reset by the stopper members 10b and 10c. Locking 4 is performed again to prevent the seismic isolation table 4 from swaying due to vibration other than the earthquake, external force, strong wind, etc., and prepare for the next earthquake.

【0052】さらに、図5および図6に示す実施の形態
のように、免震台4側の側壁片8との間の接触面を楔状
のテーパ面15としたストッパ部材10d,10eを用
いても同様にして実施することが可能である。
Furthermore, as in the embodiment shown in FIGS. 5 and 6, stopper members 10d and 10e having wedge-shaped tapered surfaces 15 as contact surfaces between the side wall pieces 8 on the seismic isolation table 4 side are used. Can be implemented in the same manner.

【0053】すなわち、この場合にあっては、先に述べ
た図1および図2の実施の形態におけるストッパ部材1
0,10aの立上部11の角度αと同様にテーパ面15
の角度αを「α<β」にとっておく共に、ストッパ部材
10d,10eの上面におけるテーパ面15の摩擦力に
よる保持力を下面の摩擦力である保持力よりも大きくと
っておく。
That is, in this case, the stopper member 1 in the embodiment of FIGS. 1 and 2 described above is used.
Similarly to the angle α of the rising portion 11 of 0, 10a, the tapered surface 15
Is set to “α <β”, and the holding force due to the frictional force of the tapered surface 15 on the upper surfaces of the stopper members 10d and 10e is set to be larger than the holding force as the frictional force of the lower surface.

【0054】これにより、図5aに示す通常の状態にお
いて、台座3の凹面6の中心部分からスチールボール7
を若干浮かし気味にしておくことなく接しさせておいた
としても、支持台2と免震台4の相対変位に伴ってスト
ッパ部材10d,10eがスプリング9のばね力で図5
bに示すように楔作用を行いつつ引き寄せられることか
ら、免震台4の側壁片8とストッパ部材10d,10e
との接触面に隙間が生じることはない。
Thus, in the normal state shown in FIG. 5A, the steel ball 7 is removed from the center of the concave surface 6 of the base 3.
Is slightly lifted and kept in contact with each other, and the stopper members 10 d and 10 e are moved by the spring force of the spring 9 in accordance with the relative displacement between the support table 2 and the seismic isolation table 4.
As shown in FIG. 2B, the side walls 8 of the seismic isolation table 4 and the stopper members 10d and 10e are pulled while performing wedge action.
There is no gap at the contact surface with the contact.

【0055】したがって、この間は、支持台2とストッ
パ部材10d,10eとの間の接触面における保持力で
支持台2と免震台4の水平方向への相対変位を抑えてロ
ックし、地震以外の振動や外力および強風等による免震
台4の横揺れを阻止する。
Therefore, during this time, the relative displacement of the support base 2 and the seismic isolation base 4 in the horizontal direction is suppressed by the holding force at the contact surface between the support base 2 and the stopper members 10d and 10e, and the locking is performed. To prevent the seismic isolation table 4 from rolling due to vibration, external force and strong wind.

【0056】それに対して、地震の発生により上記支持
台2とストッパ部材10d,10eとの間の保持力に打
ち勝つような大きな震動が支持台2側に加わると、スト
ッパ部材10d,10eがスプリング9のばね力で楔作
用を行いつつ大きく引き寄せられて当該ストッパ部材1
0d,10eのテーパ面15が側壁片8側のテーパ面1
5から外れる。
On the other hand, when a large vibration which overcomes the holding force between the support table 2 and the stopper members 10d and 10e is applied to the support table 2 due to the occurrence of the earthquake, the stopper members 10d and 10e are moved by the springs 9a. The stopper member 1 is greatly drawn while performing wedge action by the spring force of
The tapered surfaces 15 of 0d and 10e are tapered surfaces 1 on the side of the side wall piece 8.
Deviate from 5.

【0057】これにより、ストッパ部材10d,10e
は、図5c或いは図6に示したように、スプリング9の
ばね力で支持台2と免震台4の相対変位に伴う側壁片8
の下端の軌跡xよりも下方の当該側壁片8と衝合しない
不作動位置へと、または、突起13により転倒して効率
よく安定して不作動状態へと排除される。
Thus, the stopper members 10d, 10e
As shown in FIG. 5c or FIG. 6, the side wall piece 8 accompanying the relative displacement between the support base 2 and the seismic isolation base 4 is generated by the spring force of the spring 9.
To the inoperative position below the side wall piece 8 below the locus x of the lower end of the or the protruding portion 13 to efficiently and stably eliminate the inoperative state.

【0058】かくして、免震装置1は、地震の発生に伴
い免震台4のロックを解除すると共にストッパ部材10
d,10eを不作動位置へと排除し、地震の震動が直に
免震台4に伝わるのを防止して本来の免震作用を行うこ
とになる。
Thus, the seismic isolation device 1 unlocks the seismic isolation table 4 in response to the occurrence of the earthquake and
By removing d and 10e to the inoperative position, the seismic vibration is prevented from being directly transmitted to the seismic isolation table 4, and the original seismic isolation function is performed.

【0059】そして、地震が収まって支持台2と免震台
4の相対位置が通常の状態に戻った時点で速やかにスト
ッパ部材10d,10eをリセットし、これらストッパ
部材10d,10eで免震台4を再度ロックして地震以
外の振動や外力および強風等による免震台4の横揺れを
阻止しつつ次の地震の発生に備えるのである。
When the relative position between the support 2 and the seismic isolation table 4 has returned to the normal state after the earthquake has subsided, the stopper members 10d and 10e are immediately reset, and the seismic isolation table is reset by the stopper members 10d and 10e. Locking 4 is performed again to prevent the seismic isolation table 4 from swaying due to vibration other than the earthquake, external force, strong wind, etc., and prepare for the next earthquake.

【0060】なお、図3と図4および図5と図6に示し
た各実施の形態にあっては、免震台4の上昇に伴ってス
トッパ部材10b,10cとストッパ部材10d,10
eの上下面における摩擦力としての保持力が共に極端に
低下することから、これら上下面の保持力の大小関係を
逆にとったとしても同様に作用し得ることは言うまでも
ない。
In each of the embodiments shown in FIGS. 3 and 4 and FIGS. 5 and 6, the stopper members 10b and 10c and the stopper members 10d and 10
Since the holding force as the frictional force on the upper and lower surfaces of the upper and lower surfaces e is extremely reduced, it goes without saying that the same effect can be obtained even if the magnitude relationship between the holding forces on the upper and lower surfaces is reversed.

【0061】また、これまで述べた各実施の形態にで
は、全てストッパ部材をスプリングで免震装置1の内方
へと排除するようにしてきたが、これらを逆にして免震
装置1の外方へと排除するようにしてもよいことは勿論
である。
In each of the embodiments described above, all the stopper members are removed by springs into the seismic isolation device 1. Needless to say, it may be excluded in one direction.

【0062】[0062]

【発明の効果】以上のように、請求項1の発明によれ
ば、免震装置のロック解除を地震の震動に期待して直に
行うことなく免震動作に依存して行うようにしたことに
より、所定以上のあらゆる地震の発生に伴いストッパ部
材を免震台と衝合しない状態へと排除して免震装置のロ
ック解除を効果的に行うことができる。
As described above, according to the first aspect of the present invention, the unlocking of the seismic isolation device is performed depending on the seismic isolation operation without directly performing in anticipation of the earthquake vibration. Thereby, the lock member of the seismic isolation device can be effectively released by removing the stopper member to a state where the stopper member does not collide with the seismic isolation table in response to the occurrence of all the predetermined earthquakes or more.

【0063】また、通常の状態において地震以外の振動
や外力および強風等を受けたときにも、免震装置が或る
範囲内に亙り揺れ動いて免震物に損傷を与えたり人に不
安をもたらすことなく、免震装置が作動するのをストッ
パ部材で確実にロックすることができる。
Further, even in a normal state, even when subjected to vibrations other than an earthquake, external force, strong wind, etc., the seismic isolation device sways over a certain range, damaging the seismic isolation object and causing anxiety to a person. Therefore, the operation of the seismic isolation device can be reliably locked by the stopper member.

【0064】さらに、請求項2の発明によれば、上記し
た効果に加えて、免震装置のロック解除に際してストッ
パ部材を転倒させつつ不作動状態へと排除するようにし
たことにより、当該免震装置のロック解除を効率よく安
定して不作動位置へと排除することが可能になる。
According to the second aspect of the present invention, in addition to the above-described effects, the stopper member is turned over and removed to the inoperative state when the lock of the seismic isolation device is released. The unlocking of the device can be efficiently and stably eliminated to the inoperative position.

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

【図1】この発明による免震装置のトリガ機構の実施の
形態を簡略化して示す概念図であって、(a)は通常の
状態を、また、(b)は免震作用時の途中の状態を、さ
らに、(c)は免震作用に入った状態を示す図である。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a conceptual view schematically showing an embodiment of a trigger mechanism of a seismic isolation device according to the present invention, wherein (a) shows a normal state, and (b) shows an intermediate state during seismic isolation. It is a figure which shows a state and (c) shows the state which started seismic isolation action.

【図2】同上における免震装置のトリガ機構であるスト
ッパ部材を転倒させて免震装置のロック解除を行うよう
にした場合の部分図である。
FIG. 2 is a partial view showing a case where a stopper member, which is a trigger mechanism of the seismic isolation device, is overturned to unlock the seismic isolation device.

【図3】同じく、この発明による免震装置のトリガ機構
の他の実施の形態を簡略化して示す概念図であって、
(a)は通常の状態を、また、(b)は免震作用時の途
中の状態を、さらに、(c)は免震作用に入った状態を
示す図である。
FIG. 3 is a conceptual diagram showing a simplified form of another embodiment of the trigger mechanism of the seismic isolation device according to the present invention.
(A) is a diagram showing a normal state, (b) is a state in the middle of a seismic isolation operation, and (c) is a diagram showing a state of entering a seismic isolation operation.

【図4】図3の他の実施の形態における免震装置のトリ
ガ機構であるストッパ部材を転倒させて免震装置のロッ
ク解除を行うようにした場合の部分図である。
FIG. 4 is a partial view in a case where a stopper member serving as a trigger mechanism of the seismic isolation device in another embodiment of FIG. 3 is overturned to unlock the seismic isolation device.

【図5】同じく、この発明による免震装置のトリガ機構
のさらに他の実施の形態を簡略化して示す概念図であっ
て、(a)は通常の状態を、また、(b)は免震作用時
の途中の状態を、さらに、(c)は免震作用に入った状
態を示す図である。
5A and 5B are conceptual diagrams schematically showing still another embodiment of the trigger mechanism of the seismic isolation device according to the present invention, wherein FIG. 5A shows a normal state, and FIG. It is a figure which shows the state in the middle of the effect | action, Furthermore, (c) shows the state which started the seismic isolation action.

【図6】図5のさらに他の実施の形態における免震装置
のトリガ機構であるストッパ部材を転倒させて免震装置
のロック解除を行うようにした場合の部分図である。
FIG. 6 is a partial view showing a case where a stopper member serving as a trigger mechanism of the seismic isolation device according to still another embodiment of FIG. 5 is overturned to unlock the seismic isolation device.

【符号の説明】[Explanation of symbols]

1 免震装置 2 支持台 3 台座 4 免震台 6 台座の凹面 7 スチールボール 9 スプリング 10,10a,10b,10c,10d,10e スト
ッパ部材 13 突起 14 スリット
REFERENCE SIGNS LIST 1 seismic isolation device 2 support base 3 pedestal 4 seismic isolation base 6 concave surface of pedestal 7 steel ball 9 spring 10, 10a, 10b, 10c, 10d, 10e stopper member 13 protrusion 14 slit

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 支持台と免震台との間に支持面を凹面と
した台座と、当該台座の凹面を転動しつつ移動するボー
ル体を互いに対向して配置し、これら台座とボール体を
介して免震台を支持台に対し水平方向へと移動可能に支
持した免震装置において、支持台と免震台との間にスプ
リングで水平方向へと付勢したストッパ部材を一体的に
保持して介装し、当該ストッパ部材で免震台を支持台上
に直に載置して地震以外の外力による免震台の横揺れを
阻止すると共に、地震の発生時のような大きな震動に対
しては、台座とボール体の相対変位に伴う免震台の上昇
でストッパ部材による支持台と免震台の一体的な保持力
を解き、スプリングでストッパ部材を免震台と衝合しな
い不作動位置に排除することを特徴とする免震装置のト
リガ機構。
1. A pedestal having a concave support surface between a support base and a seismic isolation base, and a ball body that moves while rolling on the concave surface of the pedestal are opposed to each other. In the seismic isolation device that supports the seismic isolation table so that it can move in the horizontal direction with respect to the support table, a stopper member urged horizontally by a spring between the support table and the seismic isolation table is integrated. The seismic isolation table is mounted and held, and the seismic isolation table is placed directly on the support table by the stopper member to prevent the seismic isolation table from rolling due to external force other than the earthquake, and also to generate a large vibration such as when an earthquake occurs. Against the base, the seismic isolation base rises due to the relative displacement between the base and the ball, and the integral holding force of the support base and the seismic isolation base by the stopper member is released, and the spring does not abut the stopper member with the seismic isolation base The trigger mechanism of the seismic isolation device, which is removed to the inoperative position.
【請求項2】 支持台と免震台との間に支持面を凹面と
した台座と、当該台座の凹面を転動しつつ移動するボー
ル体を互いに対向して配置し、これら台座とボール体を
介して免震台を支持台に対し水平方向へと移動可能に支
持した免震装置において、支持台と免震台との間にスプ
リングで水平方向へと付勢したストッパ部材を一体的に
保持して介装し、当該ストッパ部材で免震台を支持台上
に直に載置して地震以外の外力による免震台の横揺れを
阻止すると共に、地震の発生時のような大きな震動に対
しては、台座とボール体の相対変位に伴う免震台の上昇
でストッパ部材による支持台と免震台の一体的な保持力
を解き、スプリングでストッパ部材を引き寄せて支持台
上に設けた突起に当て、当該突起によりストッパ部材を
転倒させて免震台と衝合しない不作動状態に排除するこ
とを特徴とする免震装置のトリガ機構。
2. A pedestal having a concave support surface between a support base and a seismic isolation base, and a ball body which moves while rolling on the concave surface of the pedestal are opposed to each other. In the seismic isolation device that supports the seismic isolation table so that it can move in the horizontal direction with respect to the support table, a stopper member urged horizontally by a spring between the support table and the seismic isolation table is integrated. The seismic isolation table is mounted and held, and the seismic isolation table is placed directly on the support table by the stopper member to prevent the seismic isolation table from rolling due to external force other than the earthquake, and also to generate a large vibration such as when an earthquake occurs. In response to the rise of the seismic isolation base due to the relative displacement of the base and the ball, the integral holding force of the support base and the seismic isolation base by the stopper member is released, and the stopper member is pulled by a spring and installed on the support base. To the seismic isolation table. A trigger mechanism for a seismic isolation device, wherein the trigger mechanism eliminates an inoperative state that does not collide.
JP9187798A 1997-06-27 1997-06-27 Trigger mechanism for base isolation device Pending JPH1113830A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9187798A JPH1113830A (en) 1997-06-27 1997-06-27 Trigger mechanism for base isolation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9187798A JPH1113830A (en) 1997-06-27 1997-06-27 Trigger mechanism for base isolation device

Publications (1)

Publication Number Publication Date
JPH1113830A true JPH1113830A (en) 1999-01-22

Family

ID=16212427

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9187798A Pending JPH1113830A (en) 1997-06-27 1997-06-27 Trigger mechanism for base isolation device

Country Status (1)

Country Link
JP (1) JPH1113830A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013213532A (en) * 2012-04-02 2013-10-17 Taisei Corp Base isolation device
CN104032846A (en) * 2014-03-25 2014-09-10 北京工业大学 Tension resisting and twisting resisting combined shock isolation device with self-restoring function
CN107246074A (en) * 2017-04-20 2017-10-13 中南大学 Parallel-moving type spring friction isolation bearing
US20210285514A1 (en) * 2019-12-26 2021-09-16 Ara Jonathan Mehran Seismic Base Isolation Device for Protection of Equipment Using Roller Ball Transfer Bearings and a Reversion System Comprised of Tension Springs or Viscous Dampers

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013213532A (en) * 2012-04-02 2013-10-17 Taisei Corp Base isolation device
CN104032846A (en) * 2014-03-25 2014-09-10 北京工业大学 Tension resisting and twisting resisting combined shock isolation device with self-restoring function
CN104032846B (en) * 2014-03-25 2017-05-10 北京工业大学 Tension resisting and twisting resisting combined shock isolation device with self-restoring function
CN107246074A (en) * 2017-04-20 2017-10-13 中南大学 Parallel-moving type spring friction isolation bearing
US20210285514A1 (en) * 2019-12-26 2021-09-16 Ara Jonathan Mehran Seismic Base Isolation Device for Protection of Equipment Using Roller Ball Transfer Bearings and a Reversion System Comprised of Tension Springs or Viscous Dampers
US11873875B2 (en) * 2019-12-26 2024-01-16 Ara Jonathan Mehran Seismic base isolation device for protection of equipment using roller ball transfer bearings and a reversion system comprised of tension springs or viscous dampers

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