JPS59179970A - Earthquake-proof apparatus - Google Patents

Earthquake-proof apparatus

Info

Publication number
JPS59179970A
JPS59179970A JP5275583A JP5275583A JPS59179970A JP S59179970 A JPS59179970 A JP S59179970A JP 5275583 A JP5275583 A JP 5275583A JP 5275583 A JP5275583 A JP 5275583A JP S59179970 A JPS59179970 A JP S59179970A
Authority
JP
Japan
Prior art keywords
seismic isolation
viscous
isolation device
hollow cylindrical
viscous fluid
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.)
Granted
Application number
JP5275583A
Other languages
Japanese (ja)
Other versions
JPS6335792B2 (en
Inventor
矢野 忠弘
哲 平田
吉雄 丹野
浩 速水
相沢 覚
三宅 拓
秀樹 野本
郁夫 下田
池永 雅良
鶴谷 千明
前田 勝利
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.)
JGC Corp
Oiles Industry Co Ltd
Takenaka Komuten Co Ltd
Original Assignee
JGC Corp
Oiles Industry Co Ltd
Takenaka Komuten 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 JGC Corp, Oiles Industry Co Ltd, Takenaka Komuten Co Ltd filed Critical JGC Corp
Priority to JP5275583A priority Critical patent/JPS59179970A/en
Publication of JPS59179970A publication Critical patent/JPS59179970A/en
Publication of JPS6335792B2 publication Critical patent/JPS6335792B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Combined Devices Of Dampers And Springs (AREA)
  • Vibration Prevention Devices (AREA)
  • Fluid-Damping Devices (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 この発明は、地震による建築物、設備等の設置物への地
震入力を低減する免震装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a seismic isolation device that reduces seismic input to buildings, equipment, and other installations caused by an earthquake.

従来、地震エネルギーを設置物から遮断する免震技術と
して積層コ゛ムを用いた免震装置が知られている。この
免震装置は、積層ゴムによって垂直荷重を負担するとと
もに設置物の地震応答加速度を低減させるものや、さら
に、これに地9 エネルギーを吸収するために摩擦を付
加したもの等があるか、積層ゴムだけのものは残留変位
は生じないが変位か太き負摩擦を付加したものは残留変
位が生じるので、これを除去する必要があり、そのため
の操作と機構を余分に必要とし、かつ摩擦拐の性能か不
安定であり劣化しやすいゴムに常時垂直荷重をかけてい
るので、信頼性に欠けるところがあり、垂直荷重を負担
するための補償機構を設けたり、ゴムの荷重負担化力を
高める必要があるので、その面積や高さに設計上制限を
受けるなとの欠点があった。
Conventionally, a seismic isolation device using a laminated comb has been known as a seismic isolation technology for isolating seismic energy from installed objects. This seismic isolation device uses laminated rubber to bear the vertical load and reduce the seismic response acceleration of the installed object, or is there one that adds friction to absorb the earth's energy? A rubber-only product will not cause any residual displacement, but a product with a displacement or thick negative friction will produce a residual displacement, which must be removed, which requires additional operations and mechanisms, and requires additional friction removal. Since vertical loads are constantly applied to the rubber, which has unstable performance and is prone to deterioration, there is a lack of reliability, and it is necessary to provide a compensation mechanism to bear the vertical loads or to increase the load-bearing ability of the rubber. Because of this, there was a drawback that there were no design restrictions on the area or height.

この発明は、前記の欠点を克服し、建築物や設備等の設
置物の荷重を摩擦係数の非常0で小さい低摩擦材を取付
けな支承体で受けるよう乙でし、粘性流体によって地震
エネルギーを吸収させるとともに、低摩擦材6で潤滑効
果を与え、中空円筒ゴムの弾性乙てよって復元するよう
(でした免詳装置を提供することを目的とするものであ
る。
The present invention overcomes the above-mentioned drawbacks and allows the load of installed objects such as buildings and equipment to be supported by a support that does not require a low-friction material with a very low coefficient of friction. The purpose of the present invention is to provide an explanatory device in which the material is absorbed, the low friction material 6 provides a lubricating effect, and the elasticity of the hollow cylindrical rubber restores the original state.

以下、この発明の実施例を図面に基ついて説明する。Embodiments of the present invention will be described below with reference to the drawings.

(1)は固定盤で周囲に囲壁(11)を周設り、li6
壁内底fin(12+は摩擦を少なくするため(でクロ
ムメッキを施し、パフ研磨されている。Q3iはアンカ
ー用孔で固定盤(1)をボ゛ルトo、4)で基礎等に固
定するためのものである。囲壁01)の外周に中空円筒
コ゛ム(2)が密嵌きれ、その外周下部C2]+はホ゛
ル) (22+により取付孔(23)および固定盤(]
)のねし孔(15)を通して固定盤(1,1に、外周上
部04)はボルト(25)により取付孔(26)および
取付盤(3)のねし孔(31)を通して取付盤(3)に
取付けられている。取付盤(3)上には、建築物や設備
等の設置物の基部がホ゛ル) (33) rICより取
付孔(34)を通して取付けられる。固定盤(1)と取
付盤(3)との間には、支承体(4)が配設され、支承
体(4)は多数の支持脚(41)の上端を支持盤(42
)に固着し、その下端にテフロン(商品名)のようなフ
ッ素樹脂からなる低摩擦材(44)か接着され、囲壁内
底面(12)との間に微小な間隙を存して粘性抵抗面(
43)か設けられた構成となっている。取付盤(3)と
支承体(4)とは取付孔(35)を通してポル) (3
2)で取付けられ、囲壁内底面02)、囲壁01)およ
び中空円筒ゴム(2)の内壁で形成される密閉室(5)
内には、シリコーンオイル等の高分子粘性物質からなる
粘性流体(6)か支持脚(4υの下部か浸漬される程度
に満たされている。
(1) is a fixed plate with a surrounding wall (11) around it, and li6
The inner wall bottom fin (12+ is chrome-plated and puff-polished to reduce friction.Q3i has an anchor hole, and the fixing plate (1) is fixed to the foundation etc. with bolts o and 4). The hollow cylindrical column (2) is tightly fitted on the outer periphery of the surrounding wall 01), and the lower part of the outer periphery C2]+ is a hole)
) through the threaded hole (15) of the fixed platen (1, 1, upper outer periphery 04). ) is installed. The base of an installation such as a building or equipment is mounted on the mounting board (3) through the mounting hole (34) from the (33) rIC. A support (4) is disposed between the fixed plate (1) and the mounting plate (3), and the support (4) connects the upper ends of the many support legs (41) to the support plate (42).
), and a low-friction material (44) made of fluororesin such as Teflon (trade name) is adhered to its lower end, leaving a minute gap between it and the inner bottom surface (12) of the enclosure to create a viscous resistance surface. (
43). The mounting plate (3) and the support body (4) are connected through the mounting hole (35).
2), and is formed by the inner bottom surface of the surrounding wall 02), the surrounding wall 01), and the inner wall of the hollow cylindrical rubber (2).
The inside is filled with a viscous fluid (6) made of a viscous polymeric substance such as silicone oil to such an extent that the lower part of the support leg (4υ) is immersed.

つぎに、地震時の作動について説明する。Next, the operation during an earthquake will be explained.

地震Cでより、基礎等に固定された固定盤(1)と、建
築物や設備等の設置物の基部か取付けられた取付盤(3
)とは相対変位を生起するか、支承体(4)の低摩擦材
(44)と固定盤(1)の囲壁内底面(12)との間に
は密閉室(5)内にシリコーンオイル等の高分子粘性物
質から々る粘性流体(6)が満たされているのて、粘性
抵抗面(43)と囲壁内底面(12)との間に粘性抵抗
が働き、取付盤(3)の運動を阻止するように作用し、
取付盤(3)に取付けられた設置物の運動を停止させる
。この場合、粘性流体の粘性抵抗力とは粘性せん断じで
よる抵抗力であるか、この力は粘性流体の粘性係数、相
対運動を行う2面の面積、相対速度にそれぞれ比例し、
2面の間隙(で反比例するものであり、粘性流体の材質
、2面間の面積、お・よひ2面間の間隙を適宜選択する
ことにより振動二手ルギーを吸収し、相対運動を速やか
に停止させることができる。そして、取付盤(3)上に
取付けた設置物の全を重は支承体(4)の支持脚(41
)から低摩擦材(44)へかかるが、低摩擦材(44)
は固定盤(1)のクロムメッキされた研磨面をなす囲壁
内底面(12)と接触し、かつ低摩擦材(44)はテフ
ロン(商品名)のような7ノ素樹脂であるので摩擦抵抗
が極めて小さく、さらに密閉室(5)内にはシリコーン
オイル等の高分子粘性物質からなる粘性流体(6)か満
たされているので低摩擦材(44)と囲壁内、底面(1
2)とに潤滑効果を及ぼすため中空円筒ゴム(2)によ
る弾性抵抗を受ける以外は摩擦抵抗を殆んと受けること
がなく、もっばら粘性流体(6)の粘性抵抗を受けて相
対運動を停止すると同時に、中空円筒ゴム(2)の弾性
復元力により取付盤(3)を地震による変位以前の位置
に復元させる。
Due to Earthquake C, fixed plates fixed to foundations (1) and mounting plates (3) attached to the bases of buildings, equipment, etc.
) to cause a relative displacement, or silicone oil or the like is placed in the sealed chamber (5) between the low-friction material (44) of the support (4) and the inner bottom surface (12) of the surrounding wall of the fixed platen (1). Since the viscous fluid (6) made from the viscous polymer substance is filled, viscous resistance acts between the viscous resistance surface (43) and the inner bottom surface (12) of the enclosure, preventing the movement of the mounting plate (3). acts to prevent
Stop the movement of the installation installed on the mounting board (3). In this case, the viscous resistance force of the viscous fluid is the resistance force due to viscous shear, or this force is proportional to the viscosity coefficient of the viscous fluid, the area of the two surfaces performing relative motion, and the relative velocity, respectively.
The gap between the two surfaces (which is inversely proportional to the gap between the two surfaces, and by appropriately selecting the material of the viscous fluid, the area between the two surfaces, and the gap between the two surfaces, the two-handed vibration can be absorbed and the relative motion can be quickly controlled. The weight of all the installations installed on the mounting board (3) is the support leg (41) of the support body (4).
) to the low friction material (44), but the low friction material (44)
is in contact with the inner bottom surface (12) of the surrounding wall, which is a chrome-plated polished surface of the fixed plate (1), and the low friction material (44) is a 7-base resin such as Teflon (trade name), so there is no frictional resistance. is extremely small, and the sealed chamber (5) is filled with a viscous fluid (6) made of a viscous polymer substance such as silicone oil, so that the low friction material (44) and the inside of the surrounding wall and bottom surface (1
2) Because it exerts a lubricating effect on and, it receives almost no frictional resistance other than the elastic resistance from the hollow cylindrical rubber (2), and stops its relative motion mostly due to the viscous resistance from the viscous fluid (6). At the same time, the elastic restoring force of the hollow cylindrical rubber (2) restores the mounting plate (3) to the position before the displacement due to the earthquake.

この復元力はゴムの材質、外径、厚さ、高さを適宜調整
することにより容易に最適の状態とすることができる。
This restoring force can be easily optimized by appropriately adjusting the rubber material, outer diameter, thickness, and height.

この発明は、前記の実施例について説明したが、この実
施例に限らずこの発明の技術的思想を変更しない範囲で
種々設計変更が可能である。
Although the present invention has been described with respect to the above-mentioned embodiment, it is not limited to this embodiment, and various design changes can be made without changing the technical idea of the present invention.

すなわち、支承体(4)か支持脚(41)の下端に直接
低摩擦材(44Jを接着し/こ構成でになく、支持脚(
41)の下端に粘性抵抗面(43)を有する板を介して
低摩擦材(44)を接着させてもよく、また支持脚(4
1)を省いて支持盤(42)と粘性抵抗面(43)を有
する板とが一体となった円筒形の支承体(4)とするこ
とも呵能である。さらに低摩擦材(44)はテフロン(
商品名)のようなフッ素嶺脂に代えてボールベアリング
等の転がり支承とすることができる。
In other words, the low friction material (44J) is directly glued to the lower end of the support (4) or the support leg (41).
A low friction material (44) may be adhered to the lower end of the support leg (41) via a plate having a viscous resistance surface (43).
It is also possible to omit step 1) and provide a cylindrical support (4) in which the support plate (42) and the plate having the viscous resistance surface (43) are integrated. Furthermore, the low friction material (44) is Teflon (
Instead of a fluorine ridge resin like product name), a rolling support such as a ball bearing can be used.

また、取付盤(3)に建築物や設備等の設置物を取イ」
孔(34)を通してポル) (33)で取付ける代わり
に、取付盤(3)と支承体(4)との取付けに使用する
ポル) (32)を用いて数例孔(39全通して支承体
(4)に取付けてもよい。
Also, do not remove any buildings or equipment installed on the mounting board (3).
Instead of attaching the hole (34) through the hole (33), the hole (32) used to attach the mounting plate (3) and the support (4) can be used in some cases. (4) may be attached.

この発明の免震装置は前記の構成および機能を有するの
で、■地震による入力か設置物乙で及ぶのを免れること
ができるので、安全性を向上させることができ、■中空
円筒コ゛ム(2)ニよる地震エネルギーの吸収は極めて
僅かであり、かつ地震の振動υて抵抗する方向性がなく
、主として方向性のない粘性流体(6)によって地震エ
ネルギーを吸収きせるので、あらゆる方向に対して均等
に作用することができ、■摩擦材によって地震による変
位を小さくさせるのではなく、垂直荷重を低摩擦材(4
4)を通して支承体(4)に支持させ、粘性流体(6)
によって変位を吸収させるようにしたので、殆んと粘性
流体(6)ニよる減衰効果のみが影響するので、粘性流
体の特性である速度に比例して粘性せん断抵抗力か犬と
々り地震の振動に対して鋭敏に作用し地震エネルギー減
衰の即応性か極めて優れ、■摩擦材の代わりに粘性流体
を使用しているので、エイ・ルギー減衰性能が安定して
おり、■支承体(4)に低摩擦vJ’ (44)を取付
けて荷重を支持させているうえ、粘性流体(6)によっ
て低摩擦材(44)に潤滑効果を与えるので極めて僅か
な摩擦抵抗を受ける/ζけであるだめ、中空円筒ゴム(
2)の弾性のみによって変位前の位置に復元させること
かできるので従来技術のように摩擦機構の摩擦状態をな
くシフこうえ元の位置に復元する操作をする必要かなく
、■まとまった構造で余分々機構が外面に存在しないの
で堅牢で取扱いか簡便であり、■設置物の垂直荷重はす
べて支承体(4)て支承し、中空円筒コ゛ム(2)には
常時垂直荷重がかからないので、従来技術のように劣化
しやすい積層コ゛ムか破壊したときに必要な垂直荷重を
負担するための補償機構は必要がなく、中空円筒ゴム(
2)はその面積や高さに制限を受けることなく自由に設
計できるという多くの効果がある。
Since the seismic isolation device of the present invention has the above-mentioned configuration and functions, it can: 1) avoid earthquake damage from being applied to the installed object, thereby improving safety; The absorption of seismic energy by 2 is extremely small, and there is no direction to resist earthquake vibration υ, and seismic energy is mainly absorbed by viscous fluid (6), which has no direction, so it is distributed evenly in all directions. ■Instead of using friction materials to reduce displacement due to earthquakes, the vertical load can be reduced by using low-friction materials (4
4) is supported on the support body (4), and the viscous fluid (6)
Since the displacement is absorbed by the viscous fluid (6), the damping effect due to the viscous fluid (6) is the only influence. It acts sensitively against vibrations and has excellent immediate response to earthquake energy attenuation.■Uses viscous fluid instead of friction material, so it has stable A-rugi damping performance.■Support (4) A low-friction vJ' (44) is attached to support the load, and the viscous fluid (6) provides a lubricating effect to the low-friction material (44), so it receives extremely little frictional resistance. , hollow cylindrical rubber (
2) Since it can be restored to the position before displacement using only the elasticity, there is no need to shift and restore the original position unlike in the conventional technology, eliminating the frictional state of the friction mechanism. Since there is no extra mechanism on the outside, it is robust and easy to handle.■ All the vertical loads of the installed object are supported by the support (4), and no vertical load is always applied to the hollow cylindrical comb (2), which makes it easier to handle than before. There is no need for a compensation mechanism to bear the vertical load required when a laminated comb that easily deteriorates or breaks, as in conventional technology, and hollow cylindrical rubber (
2) has many advantages in that it can be designed freely without being restricted by its area or height.

なお、実施例の構成によれば、囲壁(11)l内宮lS
と中空円筒ゴム(2)とで形成される室(5)力・密閉
さit、外部と遮断されているので、異物が侵入するこ
とがなく、かつ高分子粘性物質の劣化を防JJ−,でき
る効果がある。
In addition, according to the configuration of the embodiment, the surrounding wall (11) l the inner shrine lS
The chamber (5) formed by the hollow cylindrical rubber (2) and the hollow cylindrical rubber (2) are sealed off from the outside, preventing foreign matter from entering and preventing the deterioration of the polymeric viscous substance. There is an effect that can be done.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は、この発明の免震装置の実施例を示すもので、第
1図は切断斜面図、第2図は分解して示した拡大切断正
面図、第:3図(は第2図n+−■線における底In1
図である。 ]・・固定盤、2 中空円筒コ゛ム、3・取伺盤、4・
・・支承体、44 低摩擦材、5 密閉室、6・・・粘
性流体。 特許出願人 株式会社 竹 中 工務店(ほか2名)代 理 人 弁
理士 坂  井   清第  1  図 第1頁の続き               0発■発
 明 者 相沢党 東京都江東区南砂2丁目5番14o出 号株式会社竹中工務店技術研究 所内 (沖合 明 者 三宅拓           @出東
京都江東区南砂2丁目5番14 号株式会社竹中工務店技術研究 所内 0発 明 者 野本秀樹 東京都中央区銀座8丁目21番1 号株式会社竹中工務店東京本店 内 0発 明 者 下田郁夫 藤沢市円行字桐ケ谷1449−4 ■発 明 者 池永雅良 藤沢市石川1632オイレス工業株 式会社藤沢寮 0発 明 者 鶴谷千明 藤沢市石川1632オイレス工業株 式会社藤沢寮 −よ摺− 明 者 前出勝利 茅ケ崎市浜之郷236−10 願 人 オイレス工業株式会社 東京都港区芝大門1丁目3番2 号 願 人 日揮株式会社 東京都千代田区大手町2丁目2 番1号
The drawings show an embodiment of the seismic isolation device of the present invention, in which Fig. 1 is a cut-away slope view, Fig. 2 is an exploded enlarged cut-away front view, and Fig. 3 (see Fig. 2 n+- ■The bottom of the line In1
It is a diagram. ]...Fixed plate, 2. Hollow cylindrical comb, 3. Pick up plate, 4.
...Support, 44 Low friction material, 5 Sealed chamber, 6... Viscous fluid. Patent Applicant Takenaka Construction Co., Ltd. (and 2 others) Agent Patent Attorney Kiyoshi Sakai 1 Continuation of Figure 1 Page 0 Inventor Aizawa Party No. 2-5-14o Minamisuna, Koto-ku, Tokyo Takenaka Corporation Technical Research Institute (Akira Oki) Taku Miyake @2-5-14 Minamisuna, Koto-ku, Tokyo Takenaka Corporation Technical Research Institute Inventor Hideki Nomoto 8-21 Ginza, Chuo-ku, Tokyo No. 1 Takenaka Corporation Tokyo Head Office Inventor: Ikuo Shimoda 1449-4 Kirigaya, Engyo, Fujisawa City ■Inventor: Gara Ikenaga 1632 Ishikawa, Fujisawa City Oiles Industries Co., Ltd. Fujisawa Dormitory 0 Inventor: Chiaki Tsuruya Fujisawa 1632 Oiles Industries Co., Ltd., Fujisawa-ryo - Yozuri, Ishikawa City Address: 236-10 Hamanogo, Chigasaki-shi, Ishikawa Address: Oiles Industries Co., Ltd. 1-3-2 Shibadaimon, Minato-ku, Tokyo Applicant: JGC Corporation, Chiyoda-ku, Tokyo Otemachi 2-2-1

Claims (1)

【特許請求の範囲】 1 設置物の基部を取付(寸だ取付盤(3)と基礎部に
固定しブこ固定盤(1)との間ひで、下面に低摩擦材(
41)を有し、固定盤(1)と間隙を存して粘性抵抗面
(43)を有する支承体(4)を設け、その夕を側を中
空円筒コ゛ム(2)て包囲し、その内¥fIS ’IC
0IJ記間隙を満たすように粘j生流体(6)を封入し
た免震装:L 2 取付盤(3)、同定盤(1)および中空円筒コ゛ム
(2)で形成する空間を密閉室(5!とした特許請求の
範囲第1項記載の免震装置。 3 低摩擦な(・1・1)がフッ素宥指である特許請求
の範囲第1項または第2項記載の免震装置。 1 粘性流体(6)がシリコーンオイル等の高分子粘性
物質である特許請求の範囲第1項ないし第3項のいずれ
かに記載の免震装置。 5、低摩擦材(44)との摩擦面を研磨面とした特許請
求の範囲第1項ないし第4項のいずれかに記載の免震装
置。
[Scope of Claims] 1. Attach the base of the installation (fix it to the base mounting board (3) and the base, and install a low-friction material (
41), a support body (4) having a viscous resistance surface (43) with a gap between it and the fixed platen (1) is provided, and the support body (4) is surrounded by a hollow cylindrical column (2) on the side, and the inside thereof is ¥fIS'IC
A seismic isolation system in which a viscous fluid (6) is sealed to fill the gap 0IJ: L 2 The space formed by the mounting board (3), the identification board (1), and the hollow cylindrical comb (2) is a sealed chamber (5 The seismic isolation device according to claim 1, which has the following characteristics. 3. The seismic isolation device according to claim 1 or 2, wherein the low friction (・1・1) is fluorine-tolerant. 1 The seismic isolation device according to any one of claims 1 to 3, wherein the viscous fluid (6) is a polymeric viscous substance such as silicone oil.5. The seismic isolation device according to any one of claims 1 to 4, which has a polished surface.
JP5275583A 1983-03-30 1983-03-30 Earthquake-proof apparatus Granted JPS59179970A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5275583A JPS59179970A (en) 1983-03-30 1983-03-30 Earthquake-proof apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5275583A JPS59179970A (en) 1983-03-30 1983-03-30 Earthquake-proof apparatus

Publications (2)

Publication Number Publication Date
JPS59179970A true JPS59179970A (en) 1984-10-12
JPS6335792B2 JPS6335792B2 (en) 1988-07-18

Family

ID=12923702

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5275583A Granted JPS59179970A (en) 1983-03-30 1983-03-30 Earthquake-proof apparatus

Country Status (1)

Country Link
JP (1) JPS59179970A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61206144U (en) * 1985-06-15 1986-12-26
US4917211A (en) * 1987-12-26 1990-04-17 Nkk Corporation Seismic isolator
JP2013053701A (en) * 2011-09-05 2013-03-21 Polymatech Co Ltd Viscous fluid seal damper
JP2013217427A (en) * 2012-04-06 2013-10-24 Tokkyokiki Corp Base isolation device

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61206144U (en) * 1985-06-15 1986-12-26
JPH0438115Y2 (en) * 1985-06-15 1992-09-07
US4917211A (en) * 1987-12-26 1990-04-17 Nkk Corporation Seismic isolator
JP2013053701A (en) * 2011-09-05 2013-03-21 Polymatech Co Ltd Viscous fluid seal damper
JP2013217427A (en) * 2012-04-06 2013-10-24 Tokkyokiki Corp Base isolation device

Also Published As

Publication number Publication date
JPS6335792B2 (en) 1988-07-18

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