JPH1038022A - Base isolation device - Google Patents
Base isolation deviceInfo
- Publication number
- JPH1038022A JPH1038022A JP21063996A JP21063996A JPH1038022A JP H1038022 A JPH1038022 A JP H1038022A JP 21063996 A JP21063996 A JP 21063996A JP 21063996 A JP21063996 A JP 21063996A JP H1038022 A JPH1038022 A JP H1038022A
- Authority
- JP
- Japan
- Prior art keywords
- support
- vibration
- support plate
- spring
- supporting
- 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
Links
- 238000002955 isolation Methods 0.000 title claims abstract description 7
- 238000009434 installation Methods 0.000 claims description 27
- 239000000463 material Substances 0.000 description 7
- 230000000694 effects Effects 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 229920001875 Ebonite Polymers 0.000 description 1
- 229920001971 elastomer Polymers 0.000 description 1
- 230000009191 jumping Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 229920002803 thermoplastic polyurethane Polymers 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、ボール状の支持体
を用いた免振装置に係り、主に、建築物の耐震装置とし
て、また、機械に発生する振動の耐震装置として使用す
る免振装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anti-vibration device using a ball-shaped support, and is mainly used as an anti-vibration device for buildings and as an anti-vibration device for vibration generated in a machine. Related to the device.
【0002】[0002]
【従来の技術】従来、ボールベアリングを用いたこの種
の免振装置として、特開昭64-17945号公報に記載された
一般住宅用の免震装置が提案されている。この免震装置
は、建築構造物のベースコンクリートと基礎コンクリー
トとの間に、硬質防震ゴムとボールベアリングとを介し
たものである。2. Description of the Related Art Conventionally, as a vibration isolator of this type using a ball bearing, a seismic isolator for ordinary houses described in Japanese Patent Application Laid-Open No. Sho 64-17945 has been proposed. In this seismic isolation device, a hard anti-vibration rubber and a ball bearing are interposed between a base concrete and a foundation concrete of a building structure.
【0003】また、耐震装置に使用する円形ボールやボ
ール軸受けなどの接触面を、全部凹曲線面とすること
で、地震が終わったあと、建築物等が自動的に一定位置
に戻るようにした発明が特開平1-275821号公報に記載さ
れている。[0003] In addition, by making the contact surfaces of circular balls and ball bearings used in the earthquake-resistant device all concave, the buildings and the like automatically return to a fixed position after the earthquake. The invention is described in JP-A-1-75821.
【0004】更に、当出願人は、構成が簡単で、しか
も、大きな振幅の振動でも十分に吸収する免振装置を先
に提案している(特開平5-164168号)。Further, the present applicant has previously proposed a vibration isolator having a simple configuration and capable of sufficiently absorbing even a vibration having a large amplitude (Japanese Patent Laid-Open No. 5-164168).
【0005】[0005]
【発明が解決しようとする課題】前者の免振装置は、ベ
ースコンクリートと基礎コンクリートとの間に直接ボー
ルベアリングを介するから、長期の使用中に、ボールベ
アリングに接触する部分が破損してベースコンクリート
や基礎コンクリートにこのボールベアリングが埋没して
ベアリングとしての機能を果すことができない虞があっ
た。また、ボールベアリングの回転で、何度か揺れを防
止すると、ボールベアリングの位置が移動して、防震効
果のある所定の位置からずれる虞もあった。In the former vibration isolator, the ball bearing is directly interposed between the base concrete and the foundation concrete. Therefore, during a long-term use, the portion in contact with the ball bearing is broken and the base concrete is damaged. There is a possibility that the ball bearing may be buried in the base concrete or the foundation concrete and may not be able to function as a bearing. Further, if the swinging of the ball bearing prevents the shaking several times, the position of the ball bearing may be shifted and may be shifted from a predetermined position having an anti-seismic effect.
【0006】一方、後者の耐震装置は、一個のボールベ
アリングの上端部や下端部に、曲線面接触座を設け、こ
の曲線面接触座の凹曲面に沿って、ボールベアリングが
定位置に戻るようにしたものである。したがって、曲線
面接触座の凹曲面は、一個のボールベアリングが戻れる
程度の面積に限られてしまうので、この一個のボールベ
アリングで防止する揺れの振幅は、極めて小さいものに
なる。この結果、大きな振幅に耐え得る耐震装置にする
には、曲線面接触座を設けたボールベアリングを何層に
も重ねて使用しなければならず、構成が極めて大掛かり
で複雑な装置になる不都合があった。On the other hand, in the latter seismic device, a curved surface contact seat is provided at an upper end or a lower end of one ball bearing, and the ball bearing returns to a fixed position along a concave curved surface of the curved surface contact seat. It was made. Therefore, the concave curved surface of the curved surface contact seat is limited to an area where one ball bearing can return, so that the amplitude of the swing prevented by this one ball bearing is extremely small. As a result, in order to make a seismic device capable of withstanding large amplitudes, it is necessary to use ball bearings provided with curved surface contact seats in multiple layers, which is disadvantageous in that the configuration becomes extremely large and complicated. there were.
【0007】これらの不都合を解消すべく、当出願人が
先に提案した免振装置は、構成が簡単で、しかも、大き
な振幅の振動でも十分に吸収することが可能になった。
しかしながら、先の阪神大震災の如く、これまでの想定
を上回る地震が発生したときの対策までは、考慮されて
いないものであった。すなわち、想定を上回る地震によ
り、万が一、免振装置の一部に破損が生じると、免振装
置の内部に配置した移動支持体が、内部の支持皿体から
外れたり、免振装置の外に飛び出すおそれがある。[0007] In order to solve these disadvantages, the vibration isolator proposed by the present applicant has a simple structure and is capable of sufficiently absorbing even a large amplitude vibration.
However, measures such as those in the event of an earthquake that exceeded expectations, such as the Great Hanshin Earthquake, had not been considered. In other words, if a part of the vibration isolator is damaged due to an earthquake that exceeds the assumption, the movable support placed inside the vibration isolator may come off the support plate inside or move out of the vibration isolator. There is a risk of jumping out.
【0008】そこで本発明は、上述の課題を解消するた
めに創出されたもので、大きな振幅の振動でも十分に吸
収し、しかも、構成が簡単で、建築構造物等の耐震装置
から機械に発生する振動防止に至るまで幅広く利用する
ことができる上に、想定以上の振動が発生した場合で
も、安全に機能することができる免振装置の提供を目的
とするものである。Accordingly, the present invention has been made to solve the above-mentioned problems, and is capable of sufficiently absorbing vibrations of a large amplitude, having a simple structure, and being generated in a machine from a seismic device such as a building structure. It is an object of the present invention to provide a vibration isolation device that can be widely used up to prevention of vibration, and that can function safely even when unexpected vibration occurs.
【0009】[0009]
【課題を解決するための手段】上述の目的を達成すべく
本発明の第1の手段は、上面が凹状に湾曲した支持盤体
1の上に、複数のベアリングにて移動自在に設けた移動
支持体2を載置し、免振荷重を支持する支持板3を移動
支持体2の上面に移動自在に載置した免振装置におい
て、支持盤体1の中心位置に移動支持体2が停止するよ
うに移動支持体2を付勢する設置ばね4を移動支持体2
の周囲に設けたことにある。In order to achieve the above-mentioned object, a first means of the present invention is a moving means provided on a supporting board 1 having a concave upper surface so as to be movable with a plurality of bearings. In the vibration isolator in which the support 2 is mounted and the support plate 3 for supporting the vibration isolation load is movably mounted on the upper surface of the movable support 2, the movable support 2 is stopped at the center position of the support board 1. The installation spring 4 for urging the moving support 2 so that
Around it.
【0010】第2の手段の設置ばね4は、移動支持体2
の周囲から支持盤体1の周囲に至る放物線を成した複数
本のばね材で形成する。[0010] The installation spring 4 of the second means is a movable support 2
And a plurality of spring members forming a parabola extending from the periphery of the support board 1 to the periphery of the support board 1.
【0011】第3の手段の設置ばね4は、渦巻ばねで形
成する。The installation spring 4 of the third means is formed by a spiral spring.
【0012】第4の手段は、支持板3の上に免振荷重を
支持する支柱6を設け、この支柱6から支持盤体1の周
囲に至る補助設置ばね7で支持盤体1の中心位置に支柱
6が停止するように付勢する。A fourth means is to provide a support 6 for supporting a vibration-isolating load on the support plate 3, and an auxiliary installation spring 7 extending from the support 6 to the periphery of the support plate 1 to position the center of the support plate 1. Is urged to stop the strut 6.
【0013】第5の手段は、支持板3の上に免振荷重を
支持するコイルばね5を設ける。A fifth means is to provide a coil spring 5 for supporting a vibration-isolating load on the support plate 3.
【0014】第6の手段は、支持盤体1の中心位置に停
止した移動支持体2のベアリング2Aが嵌合する停止凹
部1A,3Aを支持盤体1の上面と支持板3の下面とに
凹設したことを課題解消のための手段とする。The sixth means is that stop recesses 1A and 3A into which the bearings 2A of the movable support 2 stopped at the center position of the support board 1 are provided on the upper surface of the support board 1 and the lower face of the support plate 3, respectively. The recessed portion is used as a means for solving the problem.
【0015】[0015]
【発明の実施の形態】以下、図面を参照して、本発明の
実施例を詳細に説明する。Embodiments of the present invention will be described below in detail with reference to the drawings.
【0016】図に示す符号1は、上面が凹状に湾曲した
支持盤体であり、硬質ゴム材やウレタン樹脂材の弾性体
8の上に設置している(図1参照)。図示例の支持盤体
1は、平面円形状を成しているが、この例に限られるも
のではなく、後述する移動支持体2が移動自在になる面
積を有する湾曲面を有するものであれば良いものである
(図2参照)。The reference numeral 1 shown in the figure denotes a support board whose upper surface is curved in a concave shape, and is installed on an elastic body 8 made of a hard rubber material or a urethane resin material (see FIG. 1). The support plate 1 in the illustrated example has a plane circular shape, but is not limited to this example. Any support plate having a curved surface having an area in which a movable support 2 to be described later can move is used. It is good (see FIG. 2).
【0017】そして、支持盤体1の上に、複数のベアリ
ングにて移動自在に設けた移動支持体2を載置する。こ
の移動支持体2は、複数のベアリング2Aを回転自在に
支持する支持枠体2Bを設け、この支持枠体2Bにベア
リング2Aの上下端部を突出せしめて支持するものであ
る。図示例では、円形略平板状の支持枠体2Bに、ベア
リング2Aの中央部分を回転自在に支持したものを示し
ている(図1及び図2参照)。このとき、支持枠体2B
の形状は図示例に限られず、複数個のベアリング2Aが
上部の支持板3を支持できる形状であればよい。このと
き、支持盤体1の中心位置に停止した移動支持体2のベ
アリング2Aが嵌合する停止凹部1Aを支持盤体1の上
面に凹設することで、正常な停止位置で支持盤体1を固
定することが可能になる。A movable support 2 movably provided by a plurality of bearings is placed on the support board 1. The movable support 2 is provided with a support frame 2B that rotatably supports a plurality of bearings 2A, and supports the upper and lower ends of the bearing 2A on the support frame 2B. In the illustrated example, a support frame 2B having a substantially flat plate shape and a center portion of a bearing 2A is rotatably supported (see FIGS. 1 and 2). At this time, the support frame 2B
Is not limited to the illustrated example, and may be any shape as long as the plurality of bearings 2A can support the upper support plate 3. At this time, the stop recess 1A into which the bearing 2A of the movable support 2 stopped at the center position of the support board 1 is recessed on the upper surface of the support board 1 so that the support board 1 can be stopped at a normal stop position. Can be fixed.
【0018】そして、移動支持体2の周囲に設置ばね4
を設けて、支持盤体1の中心位置に移動支持体2が停止
するように付勢している。図1及び図2に示す設置ばね
4は、移動支持体2の周囲から支持盤体1の周囲に至る
放物線を成した板状のばね材で形成している。また、図
3に示す設置ばね4は、1本の線状の渦巻ばねで形成し
ている。このとき、図1及び図2に示す板状のばね材を
線状のばね材に変更してもよく、あるいは、図3に示す
線状の渦巻ばねを板状のばね材に変更してもよい。要
は、移動支持体2を中心位置に押圧付勢するものであれ
ばよい。An installation spring 4 is provided around the movable support 2.
Is provided so as to stop the moving support 2 at the center position of the support board 1. The installation spring 4 shown in FIGS. 1 and 2 is formed of a plate-shaped spring material having a parabola extending from the periphery of the movable support 2 to the periphery of the support board 1. The installation spring 4 shown in FIG. 3 is formed of a single linear spiral spring. At this time, the plate-like spring material shown in FIGS. 1 and 2 may be changed to a linear spring material, or the linear spiral spring shown in FIG. 3 may be changed to a plate-like spring material. Good. In short, it is only necessary to press and urge the movable support 2 to the center position.
【0019】支持板3は、免振荷重を支持するもので、
この支持板3を移動支持体2の上面に移動自在に載置す
る。このとき、支持盤体1と同様に支持板3の下面に停
止凹部3Aを設け、支持盤体1の中心位置に停止した移
動支持体2のベアリング2Aをこの停止凹部3Aに嵌合
させることで、支持板3を正常な停止位置で固定するこ
とが可能になる。The support plate 3 supports a vibration-isolating load.
The support plate 3 is movably mounted on the upper surface of the movable support 2. At this time, a stop recess 3A is provided on the lower surface of the support plate 3 similarly to the support board 1, and the bearing 2A of the movable support 2 stopped at the center position of the support board 1 is fitted into the stop recess 3A. In addition, the support plate 3 can be fixed at a normal stop position.
【0020】更に、支持板3の上に免振荷重を支持する
支柱6を設け、この支柱6から支持盤体1の周囲に至る
補助設置ばね7を設けている。この補助設置ばね7は、
支持盤体1の中心位置に支柱6が停止するように付勢し
ている。図1に示す補助設置ばね7は、図2に示す設置
ばね4と同様に、放物線を描く板状のばね材を使用して
いるが、これを線状のばね材としたり、あるいは、図3
に示す線状、若しくは板状の渦巻き状等としてもよい。
また、図4では、補助設置ばね7の代わりにコイルばね
5を設けることで、支持板3の上に免振荷重を支持して
いる。一方、図5及び図6に示す設置ばね4は、移動支
持体2の周囲から支持盤体1の周囲に至る複数本のコイ
ルばねで形成すると共に、補助設置ばね7もコイルばね
を使用している。このように、設置ばね4や補助設置ば
ね7の形状や数は任意に選択できるものである。Further, a support column 6 for supporting the vibration isolating load is provided on the support plate 3, and an auxiliary installation spring 7 extending from the support column 6 to the periphery of the support board 1 is provided. This auxiliary installation spring 7
The column 6 is urged to stop at the center position of the support board 1. The auxiliary installation spring 7 shown in FIG. 1 uses a plate-shaped spring material that draws a parabola, similarly to the installation spring 4 shown in FIG. 2.
Or a plate-shaped spiral shape shown in FIG.
In FIG. 4, a vibration isolating load is supported on the support plate 3 by providing the coil spring 5 instead of the auxiliary installation spring 7. On the other hand, the installation spring 4 shown in FIGS. 5 and 6 is formed by a plurality of coil springs extending from the periphery of the moving support 2 to the periphery of the support board 1, and the auxiliary installation spring 7 also uses a coil spring. I have. Thus, the shape and number of the installation springs 4 and the auxiliary installation springs 7 can be arbitrarily selected.
【0021】[0021]
【発明の効果】この発明は、上述の如く構成したことに
より、大きな振幅の振動でも十分に吸収する事ができ
る。According to the present invention, as described above, vibrations having a large amplitude can be sufficiently absorbed.
【0022】すなわち、請求項1及び請求項5により、
大きな振幅の振動でも十分に吸収する。また、設置ばね
4や補助設置ばね7が移動支持体2を常に付勢している
から、想定以上の振動が発生した場合でも、安全に機能
することができる。That is, according to claims 1 and 5,
It absorbs even large amplitude vibrations. In addition, since the installation spring 4 and the auxiliary installation spring 7 constantly urge the moving support 2, even if vibrations more than expected occur, they can function safely.
【0023】請求項2乃至5により、構成が簡単にな
り、設置ばね4や停止凹部1A,3Aの採用を選択する
ことで、建築構造物等の耐震装置から機械に発生する振
動防止に至るまで幅広く利用することができる。According to the second to fifth aspects, the structure is simplified, and by selecting the use of the installation spring 4 and the stop recesses 1A and 3A, from the seismic device such as a building structure to the prevention of vibration generated in the machine. Can be used widely.
【0024】このように本発明によると、大きな振幅の
振動でも十分に吸収し、しかも、構成が簡単で、建築構
造物等の耐震装置から機械に発生する振動防止に至るま
で幅広く利用することができる上に、想定以上の振動が
発生した場合でも、安全に機能するなどとといった産業
上有益な種々の効果を奏するものである。As described above, according to the present invention, vibrations having a large amplitude can be sufficiently absorbed, the structure is simple, and it can be widely used from seismic devices such as building structures to vibrations generated in machines. In addition to the above, various industrially useful effects such as safe functioning can be obtained even when unexpected vibrations occur.
【図1】本発明の一実施例を示す側断面図。FIG. 1 is a side sectional view showing one embodiment of the present invention.
【図2】支持盤体上に乗せた移動支持体を示す平面図。FIG. 2 is a plan view showing a movable support placed on a support board.
【図3】設置ばねの他の実施例を示す平断面図。FIG. 3 is a plan sectional view showing another embodiment of the installation spring.
【図4】本発明の他の実施例を示す側断面図。FIG. 4 is a side sectional view showing another embodiment of the present invention.
【図5】本発明の他の実施例を示す側断面図。FIG. 5 is a side sectional view showing another embodiment of the present invention.
【図6】設置ばねの他の実施例を示す平断面図。FIG. 6 is a plan sectional view showing another embodiment of the installation spring.
1 支持盤体 1A 停止凹部 2 移動支持体 2A ベアリング 2B 支持枠体 3 支持板 3A 停止凹部 4 設置ばね 5 コイルばね 6 支柱 7 補助設置ばね 8 弾性体 DESCRIPTION OF SYMBOLS 1 Support board 1A Stop recess 2 Moving support 2A Bearing 2B Support frame 3 Support plate 3A Stop recess 4 Installation spring 5 Coil spring 6 Support 7 Auxiliary installation spring 8 Elastic body
Claims (6)
複数のベアリングにて移動自在に設けた移動支持体を載
置し、鉛直荷重を支持する支持板を移動支持体の上面に
移動自在に載置した免振装置において、支持盤体の中心
位置に移動支持体が停止するように付勢する設置ばねを
移動支持体の周囲に設けたことを特徴とする免振装置。1. A support board having an upper surface concavely curved,
In a vibration isolator in which a movable support provided movably with a plurality of bearings is mounted and a support plate for supporting a vertical load is movably mounted on the upper surface of the movable support, the support plate is located at the center position of the support plate. An installation spring for biasing the movable support so as to stop is provided around the movable support.
盤体の周囲に至る放物線を成した複数本のばね材で形成
した請求項1記載の免振装置。2. The vibration isolator according to claim 1, wherein the installation spring is formed of a plurality of spring members forming a parabola from the periphery of the movable support to the periphery of the support board.
1記載の免振装置。3. The vibration isolator according to claim 1, wherein the installation spring is formed by a spiral spring.
設け、この支柱から支持盤体の周囲に至る補助設置ばね
を設け、この補助設置ばねで支持盤体の中心位置に支柱
が停止するように付勢する請求項1記載の免振装置。4. A support for supporting a vibration-isolating load is provided on a support plate, and an auxiliary installation spring extending from the support to the periphery of the support board is provided. The vibration isolator according to claim 1, wherein the vibration isolator is urged to stop.
ばねを設けた請求項1記載の免振装置。5. The vibration isolator according to claim 1, wherein a coil spring for supporting the vibration isolating load is provided on the support plate.
体のベアリングが嵌合する停止凹部を支持盤体の上面と
支持板の下面とに凹設した請求項1乃至4いずれか記載
の免振装置。6. The support plate according to claim 1, wherein a stop recess in which the bearing of the moving support stopped at the center position of the support plate is fitted in the upper surface of the support plate and the lower surface of the support plate. Vibration isolation device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21063996A JPH1038022A (en) | 1996-07-22 | 1996-07-22 | Base isolation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21063996A JPH1038022A (en) | 1996-07-22 | 1996-07-22 | Base isolation device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH1038022A true JPH1038022A (en) | 1998-02-13 |
Family
ID=16592646
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP21063996A Pending JPH1038022A (en) | 1996-07-22 | 1996-07-22 | Base isolation device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH1038022A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2004079113A1 (en) * | 2003-03-07 | 2004-09-16 | Robinson Seismic Limited | A self-centring sliding bearing |
| WO2005049942A1 (en) * | 2003-10-30 | 2005-06-02 | Marco Ferrari | Isolator/dissipator for interfacing between the ground and supporting structures |
| JP2006112613A (en) * | 2004-04-05 | 2006-04-27 | Michio Kudo | Damping spring member and vibration isolator using the same |
| JP2006125140A (en) * | 2004-11-01 | 2006-05-18 | Kazunao Kameyama | Base isolation device |
| JP2008127203A (en) * | 2006-11-27 | 2008-06-05 | Daifuku Co Ltd | Cargo support device of cargo storage rack |
| WO2009094960A1 (en) * | 2008-01-30 | 2009-08-06 | Rolf-Dieter Riesbeck | Device for isolating and compensating vibrations |
| WO2009139645A1 (en) * | 2008-05-14 | 2009-11-19 | Robinson Seismic Ip Limited | A self-centring sliding bearing |
| JP2013152013A (en) * | 2011-12-28 | 2013-08-08 | Masato Nakawa | Gravity balance type seismic isolator |
| JP7596054B1 (en) * | 2024-07-30 | 2024-12-09 | 龍也 奈木野 | Seismic isolation device and mounting structure for seismic isolation device |
-
1996
- 1996-07-22 JP JP21063996A patent/JPH1038022A/en active Pending
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2004079113A1 (en) * | 2003-03-07 | 2004-09-16 | Robinson Seismic Limited | A self-centring sliding bearing |
| CN100416005C (en) * | 2003-03-07 | 2008-09-03 | 鲁宾逊地震Ip有限公司 | bearing assembly |
| WO2005049942A1 (en) * | 2003-10-30 | 2005-06-02 | Marco Ferrari | Isolator/dissipator for interfacing between the ground and supporting structures |
| JP2006112613A (en) * | 2004-04-05 | 2006-04-27 | Michio Kudo | Damping spring member and vibration isolator using the same |
| JP2006125140A (en) * | 2004-11-01 | 2006-05-18 | Kazunao Kameyama | Base isolation device |
| JP2008127203A (en) * | 2006-11-27 | 2008-06-05 | Daifuku Co Ltd | Cargo support device of cargo storage rack |
| WO2009094960A1 (en) * | 2008-01-30 | 2009-08-06 | Rolf-Dieter Riesbeck | Device for isolating and compensating vibrations |
| WO2009139645A1 (en) * | 2008-05-14 | 2009-11-19 | Robinson Seismic Ip Limited | A self-centring sliding bearing |
| JP2013152013A (en) * | 2011-12-28 | 2013-08-08 | Masato Nakawa | Gravity balance type seismic isolator |
| JP7596054B1 (en) * | 2024-07-30 | 2024-12-09 | 龍也 奈木野 | Seismic isolation device and mounting structure for seismic isolation device |
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