JPS6375232A - Earthquake damping apparatus - Google Patents
Earthquake damping apparatusInfo
- Publication number
- JPS6375232A JPS6375232A JP21768986A JP21768986A JPS6375232A JP S6375232 A JPS6375232 A JP S6375232A JP 21768986 A JP21768986 A JP 21768986A JP 21768986 A JP21768986 A JP 21768986A JP S6375232 A JPS6375232 A JP S6375232A
- Authority
- JP
- Japan
- Prior art keywords
- seismic isolation
- rubber
- damper
- isolation device
- plastic
- 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
Links
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Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (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) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
[産業上の利用分野]
本発明は、機器及び構造物等に地震力を伝えないように
するための免震装置に係り、特に免震効果とダンピング
効果を兼備する改良された免震装置に関する。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a seismic isolation device for preventing seismic force from being transmitted to equipment, structures, etc., and in particular has both a seismic isolation effect and a damping effect. This invention relates to an improved seismic isolation device.
[従来の技術]
複数個の鋼板とゴム板とを交互に積層した構造体(免震
ゴム)が、地雲時の防振性を満たす支承部材として、最
近注目をあびている。[Prior Art] A structure (seismic isolation rubber) in which a plurality of steel plates and rubber plates are alternately laminated has recently been attracting attention as a support member that satisfies vibration isolation properties during underground clouds.
このような免震ゴムは、コンクリートのような剛体建築
物と基礎土台との間に介在されると、横方向に柔らかい
、即ち剪断剛性率が小さいので、建築物の固有周期を地
震の周期からずらす作用を有し、1iHにより建物が受
ける加速度が非常に小さくなる。When such seismic isolation rubber is interposed between a rigid building such as concrete and the foundation foundation, it is soft in the lateral direction, that is, has a small shear rigidity, so it can change the natural period of the building from the earthquake period. It has a shifting effect, and the acceleration that the building receives due to 1iH becomes extremely small.
このような免震ゴムにおいては、地学による変形後は再
び元の位置へ戻る弾性変形を行なうことが大きな特徴と
されており、しかも、免震ゴムのクリープ現象による建
物の沈下を極力小さくするために、免震ゴム自体のエネ
ルギー吸収能力(減衰効果)は極めて小さいものとなっ
ている。このため、従来、免πゴムは、その材料時りと
してヒステリシスロスの小さいゴム材料を用いて4R成
されている。A major feature of this type of seismic isolation rubber is that it undergoes elastic deformation to return to its original position after being deformed due to geological factors.Moreover, in order to minimize the sinking of buildings due to the creep phenomenon of the seismic isolation rubber, Furthermore, the energy absorption capacity (damping effect) of the seismic isolation rubber itself is extremely small. For this reason, conventionally, the π-free rubber is made of 4R using a rubber material with small hysteresis loss.
しかしながら、このような低減衰の免震ゴムのみを用い
る免震装置では、地震時の建物のゆっくりした横揺れは
、地震が治まった後も長時間にわたって残るため、この
横揺れ量が大きいと、免震ゴム地震の破損はもとより、
建物と他の構造物との衝突や木管、ガス管、配線などの
備品の破壊をもたらす危険性がある。However, with such a seismic isolation system that uses only low-attenuation seismic isolation rubber, the slow lateral sway of the building during an earthquake remains for a long time even after the earthquake subsides, so if the amount of lateral sway is large, In addition to damage caused by seismic isolation rubber earthquakes,
There is a risk of collision between the building and other structures and destruction of equipment such as wood pipes, gas pipes, and wiring.
そこで、従来においては、この横揺れ変位をで籾るだけ
早く減少させるために、地震力が加わった際に直ちに塑
性変形をする軟質金属などでできだ塑性ダンパーを併用
する方法がとられている。Therefore, conventionally, in order to reduce this rolling displacement as quickly as possible, a method has been used in conjunction with a plastic damper made of soft metal that deforms plastically immediately when an earthquake force is applied. .
例えば、免震ゴムの内部をくり抜き、この部分に鉛を埋
め込み、地震時の塑性変形を利用して、免震ゴムにダン
ピング効果を付与することによって、免震効果とダンパ
ー(ダンピング効果)を兼備したものとすることが提案
されている。For example, by hollowing out the inside of seismic isolation rubber and embedding lead in this part, and using plastic deformation during an earthquake to impart a damping effect to the seismic isolation rubber, it can have both a seismic isolation effect and a damper (damping effect). It is proposed that the
[発明が解決しようとする問題点]
しかしながら、このような免震装置では、地震エネルギ
ーの吸収機能は増大されるものの、塑性ダンパーが高弾
性であることに起因する新たな共π現象が高周波領域に
現われる。[Problems to be solved by the invention] However, in such a seismic isolation device, although the seismic energy absorption function is increased, a new co-π phenomenon due to the high elasticity of the plastic damper occurs in the high frequency region. appears in
また、鉛入り免震ゴムにおいては、大地震の際の免震ゴ
ムの大変形時に、鋼板の硬質板が鉛を傷つけ、更に傷つ
いた鉛がゴム等の軟質板を傷つけるため、免震ゴム全体
の破断を引き起こし易い。In addition, with lead-containing seismic isolation rubber, when the seismic isolation rubber is greatly deformed during a major earthquake, the hard steel plate will damage the lead, and the damaged lead will further damage the rubber and other soft plates. easily cause rupture.
しかも、傷ついた鉛は、繰り返しの大変形によって容易
に破断する。Furthermore, damaged lead easily breaks due to repeated large deformations.
[問題点を解決するための手段]
本発明は上記従来の問題点を解決し、免震効果とダンピ
ング効果を兼備する改良された免震装置を提供するもの
であって、
複数個の剛性を有する硬質板と粘弾性的性質を有する軟
質板とを交互に貼り合わせてなる免震ゴムと、プラスチ
ックよりなるダンパーとが並列して設けられてなること
を特徴とする免震装置、を要旨とするものである。[Means for Solving the Problems] The present invention solves the above conventional problems and provides an improved seismic isolation device that has both a seismic isolation effect and a damping effect. The gist of the invention is a seismic isolation device characterized by a seismic isolation device in which a seismic isolation rubber made by alternately laminating hard plates having viscoelastic properties and soft plates having viscoelastic properties, and a damper made of plastic are provided in parallel. It is something to do.
[作用]
本発明において、ダンパーを構成するプラスチックは、
極めて大きな減衰効果を有する。また、硬質板と軟質板
とを複数枚交互に貼り合わせた免震ゴムは、優れた免震
効果及び減衰効果を有する。[Function] In the present invention, the plastic constituting the damper is
It has an extremely large damping effect. Moreover, a seismic isolation rubber made by laminating a plurality of hard plates and soft plates alternately has an excellent seismic isolation effect and damping effect.
従って、このようなプラスチックダンパーと免震ゴムと
を並列させた本発明の免震装置によれば、建物へ伝えら
れる揺れが緩和され、建物を安定性良く長期間確実に支
承することが可能となる。Therefore, according to the seismic isolation device of the present invention in which such a plastic damper and seismic isolation rubber are arranged in parallel, the shaking transmitted to the building is alleviated, and the building can be supported stably and reliably for a long period of time. Become.
[実施例] 以下図面を参照して実施例について説明する。[Example] Examples will be described below with reference to the drawings.
第1図及び第2図は、各々、本発明の一実施例に係る免
震装置を示す縦断面図である。FIG. 1 and FIG. 2 are longitudinal sectional views each showing a seismic isolation device according to an embodiment of the present invention.
第1図に示す如く、本発明の免震装置は、複数個の剛性
を有する硬質板11と粘弾性的性質を有する軟質板12
とを交互に貼り合わせた免震ゴム1と、プラスチックよ
りなるダンパー2とが並列に設けられているものである
。なお、図中、符号13〜16はフランジ、20は建物
、30は基礎である。As shown in FIG. 1, the seismic isolation device of the present invention includes a plurality of rigid plates 11 and a soft plate 12 having viscoelastic properties.
A seismic isolation rubber 1 made by alternately pasting together and a damper 2 made of plastic are provided in parallel. In the figure, numerals 13 to 16 are flanges, 20 is a building, and 30 is a foundation.
本発明の免震装置において、ダンパー2は、その剪断変
形又は曲げ変形時のエネルギーロスをダンピング効果と
して良好に利用し得るような形状であれば良く、形状的
には何ら拘束されないが、一般的には、柱状体が適して
いる。In the seismic isolation device of the present invention, the damper 2 may have any shape as long as the energy loss during shearing or bending deformation can be effectively utilized as a damping effect, and the shape is not restricted in any way. A columnar body is suitable for this.
また、本発明において、プラスチックダンパー2は免震
ゴム1との組合わせによって使用されるが、両者の配列
は、第1図に示す如く、免震ゴム1とダンパー2とを建
物20と基礎30との間に並列に並べても良いし、第2
図に示す如く、免震ゴム1の中心部をくり抜いて、円筒
状の空間を設け、この空間内にプラスチックダンパー2
を封入したものとしても良い。(なお、第2図において
、第1図と同一の部材は同一符号をもって示し、その説
明は省略する。)
なお、第1図に示す免震装置における免震ゴム1とダン
パー2との配置数の比や配五間隔、また、第2図に示す
免震装置における免震ゴム1とダンパー2との横断面積
比等は、免π装置の使用目的に応じて適宜選定される。Furthermore, in the present invention, the plastic damper 2 is used in combination with the seismic isolation rubber 1, and the arrangement of both is as shown in FIG. It may be arranged in parallel between the second
As shown in the figure, a cylindrical space is created by hollowing out the center of the seismic isolation rubber 1, and a plastic damper 2 is placed inside this space.
It is also possible to enclose the following. (In Fig. 2, the same members as in Fig. 1 are indicated by the same symbols, and their explanations are omitted.) In addition, the number of seismic isolation rubbers 1 and dampers 2 arranged in the seismic isolation device shown in Fig. 1 The ratio, the spacing, the cross-sectional area ratio between the seismic isolation rubber 1 and the damper 2 in the seismic isolation device shown in FIG. 2, etc. are appropriately selected depending on the purpose of use of the pi isolation device.
以下に、免震ゴム1及びダンパー2の各々の構成につい
て説明する。Below, each structure of the seismic isolation rubber 1 and the damper 2 is demonstrated.
本発明のダンパーを構成するプラスチックとしては、そ
のダンピング効果の面から、次の■〜■の物性を満足す
るものが好ましい。The plastic constituting the damper of the present invention is preferably one that satisfies the following physical properties (1) to (4) from the viewpoint of its damping effect.
■ 25℃における弾性係数(縦弾性率)が1〜10’
kg/mrn’、より好ましくは1〜5X1o2kg/
mゴ
■ 25℃における破断時伸びが50%以上、より好ま
しくは70%以上
■ 25℃、50%引張変形時のヒステリシス比(h5
0)が0.3以上、より好ましくは0.4以上
本発明において、ダンパー材料のプラスチックとしては
、ポリスチレン、ポリエチレン、ポリプロピレン、AB
S、ポリ塩化ビニル、ポリメタクリル酸メチル、ポリカ
ーボネート、ポリアセタール、ナイロン、塩化ポリエー
テル、ポリ四フッ化エチレン、ポリフッ化−塩化エチレ
ン、ポリフッ化エチレンプロピレン、アセチルセルロー
ス、エチルセルロース、ポリビニリデン、ビニルブチラ
ール、ポリプロピレンオキサンド等の熱可塑性樹脂、及
びこれらの樹脂のゴム変性物、更にこれらの樹脂に可塑
剤としてフタル酸、イソフタル酸、アジピン酸、テトラ
ヒドロフタル酸、セバシン酸、アゼライン酸、マレイン
酸、フマル酸、トリメリット酸、クエン酸、イタコン酸
、オレイン酸、リシノール酸、ステアリン酸、リン酸、
スルホン酸等の各種酸誘導体;グリコール、グリセリン
、パラフィン、エポキシの各fffl ffl導体等を
添加したものが有効である。■ Elastic modulus (longitudinal modulus) at 25°C is 1 to 10'
kg/mrn', more preferably 1-5X1o2kg/
■ Elongation at break at 25°C is 50% or more, more preferably 70% or more ■ Hysteresis ratio at 50% tensile deformation at 25°C (h5
0) is 0.3 or more, more preferably 0.4 or more In the present invention, the plastic of the damper material includes polystyrene, polyethylene, polypropylene, AB
S, polyvinyl chloride, polymethyl methacrylate, polycarbonate, polyacetal, nylon, chlorinated polyether, polytetrafluoroethylene, polyfluorinated-chlorinated ethylene, polyfluorinated ethylene propylene, acetyl cellulose, ethyl cellulose, polyvinylidene, vinyl butyral, polypropylene Thermoplastic resins such as oxando, rubber modified products of these resins, and plasticizers for these resins such as phthalic acid, isophthalic acid, adipic acid, tetrahydrophthalic acid, sebacic acid, azelaic acid, maleic acid, fumaric acid, trimellitic acid, citric acid, itaconic acid, oleic acid, ricinoleic acid, stearic acid, phosphoric acid,
Effective are various acid derivatives such as sulfonic acid; glycol, glycerin, paraffin, epoxy fffl conductors, etc. added thereto.
更に、エポキシ樹脂、不飽和ポリエステル等の熱硬化性
樹脂、あるいはこれらのゴム変性物、及び/又は上記各
種可塑剤添加物も用い得る。Furthermore, thermosetting resins such as epoxy resins and unsaturated polyesters, rubber modified products thereof, and/or the above-mentioned various plasticizer additives may also be used.
これらのプラスチック類は、単独で用いても、2f!1
i以上をブレンドして用いても良い。また、必要に応じ
て、各種充填剤、粘着付与剤、滑剤、老化防止剤、軟化
剤、低分子量ポリマーオイル等、一般的な配合剤を混合
してもよい。Even if these plastics are used alone, 2f! 1
You may use a blend of i or more. Further, if necessary, general compounding agents such as various fillers, tackifiers, lubricants, anti-aging agents, softeners, and low molecular weight polymer oils may be mixed.
このようなプラスチックダンパーは、耐候性等を向上さ
せるために、その露出面に各種保護剤等の異種物質を塗
布しても良い。In order to improve the weather resistance of such a plastic damper, different substances such as various protective agents may be applied to the exposed surface of the plastic damper.
一方、免震ゴム1の硬質板11の材質としては、金属、
セラミックス、プラスチックス、FRP、ポリウレタン
、木材、紙板、スレート板、化粧板などを用いることが
できる。また軟質板12としては、各種の加硫ゴム、未
加硫ゴム、プラスデックなどの有機材料、これらの発泡
体、アスファルト、粘土等の無機材料、これらの混合材
料など各種のものを用いることができる。これらの硬質
板11及び軟質板12の形状は、円形、方形、その他、
五角形、六角形等の多角形としても良い。On the other hand, the material of the hard plate 11 of the seismic isolation rubber 1 is metal,
Ceramics, plastics, FRP, polyurethane, wood, paperboard, slate board, decorative board, etc. can be used. Further, as the soft board 12, various materials such as various vulcanized rubbers, unvulcanized rubbers, organic materials such as Plus Deck, foams of these materials, inorganic materials such as asphalt and clay, and mixed materials thereof can be used. can. The shapes of these hard plates 11 and soft plates 12 may be circular, square, etc.
It may also be a polygon such as a pentagon or a hexagon.
また、免震ゴム1についても、その耐候性等の向上を目
的として、外表面部を耐候性に優れたゴム材料で被覆す
るなどの改良を加えることもできる。Further, the seismic isolation rubber 1 can also be improved by coating the outer surface with a rubber material having excellent weather resistance in order to improve its weather resistance.
コノ場合、被覆ゴム材料としては、耐候性の優れたゴム
状ポリマーが望ましく、例えば、ブチルゴム、アクリル
ゴム、ポリウレタン、シリコンゴム、フッ素ゴム、多硫
化ゴム、エチレンプロピレンゴム(ERP及びEPDM
)、ハイパロン、塩素化ポリエチレン、エチレン酢酸ビ
ニルゴム、エピクロルヒドリンゴム、クロロブレンゴム
等が挙げられる。これらのうち、特にブチルゴム、ポリ
ウレタン、エチレンプロピレンゴム、ハイパロン、塩素
化ポリエチレン、エチレン酢酸ビニルゴム、クロロブレ
ンゴムが耐候性の面からは効果的である。更に、軟質板
を構成するゴムとの接着性を考慮した場合には、ブチル
ゴム、エチレンプロピレンゴム、クロロブレンゴムが望
ましく、とりわけエチレンプロピレンゴムを用いるのが
最も好ましい。In this case, the coating rubber material is preferably a rubbery polymer with excellent weather resistance, such as butyl rubber, acrylic rubber, polyurethane, silicone rubber, fluororubber, polysulfide rubber, ethylene propylene rubber (ERP and EPDM).
), Hypalon, chlorinated polyethylene, ethylene vinyl acetate rubber, epichlorohydrin rubber, chloroprene rubber, etc. Among these, butyl rubber, polyurethane, ethylene propylene rubber, Hypalon, chlorinated polyethylene, ethylene vinyl acetate rubber, and chloroprene rubber are particularly effective in terms of weather resistance. Furthermore, in consideration of adhesion to the rubber constituting the soft plate, butyl rubber, ethylene propylene rubber, and chloroprene rubber are preferable, with ethylene propylene rubber being most preferable.
これらのゴム材料は単独で用いても、2種以上をブレン
ドして用いても良い。また、伸び、その他の物性を改良
するために市販ゴム、例えば、天然ゴム、イソプレンゴ
ム、スチレンブタジェンゴム、ブタジェンゴム、ニトリ
ルゴム等とブレンドしても良い。更に、これらのゴム材
料には、各種充填剤、老化防止剤、可塑剤、軟化剤、オ
イル等、ゴム材料に一般的な配合剤を混合しても良い。These rubber materials may be used alone or in combination of two or more. Further, in order to improve elongation and other physical properties, it may be blended with commercially available rubbers such as natural rubber, isoprene rubber, styrene-butadiene rubber, butadiene rubber, nitrile rubber, etc. Furthermore, these rubber materials may be mixed with compounding agents commonly used in rubber materials, such as various fillers, anti-aging agents, plasticizers, softeners, oils, and the like.
このような本発明の免震装置を製造するには、まず硬質
板と軟質板とを交互に積層して接若剤あるいは共加硫す
ることにより接着して免震ゴムを作製する。In order to manufacture such a seismic isolation device of the present invention, first, hard plates and soft plates are alternately laminated and bonded using an adhesive or co-vulcanization to produce seismic isolation rubber.
また、プラスチックを常法により成形しダンパー2を作
製し、免震ゴム1と共に並列させて、第1図のような免
震装置とする。Further, a damper 2 is manufactured by molding plastic using a conventional method, and is placed in parallel with the seismic isolation rubber 1 to form a seismic isolation device as shown in FIG.
一方、第2図に示す免震装置を製造するには、加硫成形
した免震ゴム1の中心部をくり抜ぎ、この部分に予め成
形したダンパー2を挿入するか、予め成形したダンパー
2に中心部をくり抜いた硬質板と軟質板材料とを交互に
はみ込みこれを共加硫する方法が採用される。On the other hand, in order to manufacture the seismic isolation device shown in FIG. A method is adopted in which a hard plate with a hollowed out center and a soft plate material are inserted alternately into the material and then co-vulcanized.
[発明の効果]
このような本発明の免震装置は、免震効果と共にダンパ
ー効果を具備するため、地震発生時の揺れは免震構造体
に吸収され、建物に伝えられる揺れの程度が減少される
。このため大地震の発生時においても、建物と他の構造
物とが衝突したり、木管、ガス管、配線等の備品が破壊
することが防止される。[Effects of the Invention] Since the seismic isolation device of the present invention has a damper effect as well as a seismic isolation effect, shaking when an earthquake occurs is absorbed by the seismic isolation structure, reducing the degree of shaking transmitted to the building. be done. Therefore, even in the event of a major earthquake, collisions between buildings and other structures and equipment such as wood pipes, gas pipes, and wiring are prevented from being destroyed.
なお、本発明の免震装置は免震効果の他に、除振(防振
、抑振)等の優れた効果も十分に期待できるものである
。In addition to the seismic isolation effect, the seismic isolation device of the present invention can also be fully expected to have excellent effects such as vibration isolation (vibration isolation, vibration suppression).
【図面の簡単な説明】
第1図は本発明の一実施例に係る免震装置を示す縦断面
図、第2図は本発明の別の実施例に係る免震装置を示す
縦断面図である。
1・・・免震ゴム、 2・・・ダンパー、11
・・・硬質板、 12・・・軟質板、13.1
4.15.16・・・フランジ。[BRIEF DESCRIPTION OF THE DRAWINGS] Fig. 1 is a vertical cross-sectional view showing a seismic isolation device according to one embodiment of the present invention, and Fig. 2 is a longitudinal cross-sectional view showing a seismic isolation device according to another embodiment of the present invention. be. 1... Seismic isolation rubber, 2... Damper, 11
...Hard board, 12...Soft board, 13.1
4.15.16...Flange.
Claims (2)
する軟質板とを交互に貼り合わせてなる免震ゴムと、プ
ラスチックよりなるダンパーとが並列して設けられてな
ることを特徴とする免震装置。(1) Seismic isolation rubber made by alternately laminating a plurality of hard plates with rigidity and soft plates with viscoelastic properties, and a damper made of plastic are installed in parallel. Seismic isolation device.
ものであることを特徴とする特許請求の範囲第1項に記
載の免震装置。 [1]25℃における弾性係数(縦弾性率)が1〜10
^3kg/mm^2 [2]25℃における破断時伸びが50%以上 [3]25℃、50%引張変形時のヒステリシス比(h
_5_0)が0.3以上(2) The seismic isolation device according to claim 1, wherein the plastic satisfies the following [1] to [3]. [1] Elastic modulus (longitudinal elastic modulus) at 25°C is 1 to 10
^3kg/mm^2 [2] Elongation at break at 25℃ is 50% or more [3] Hysteresis ratio (h) at 50% tensile deformation at 25℃
_5_0) is 0.3 or more
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP61217689A JP2658024B2 (en) | 1986-09-16 | 1986-09-16 | Seismic isolation device |
FR878710994A FR2602293B1 (en) | 1986-08-04 | 1987-08-03 | ANTISISMIC DEVICE |
US07/337,045 US4899323A (en) | 1986-08-04 | 1989-04-12 | Anti-seismic device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP61217689A JP2658024B2 (en) | 1986-09-16 | 1986-09-16 | Seismic isolation device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6375232A true JPS6375232A (en) | 1988-04-05 |
JP2658024B2 JP2658024B2 (en) | 1997-09-30 |
Family
ID=16708176
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP61217689A Expired - Fee Related JP2658024B2 (en) | 1986-08-04 | 1986-09-16 | Seismic isolation device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2658024B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01290842A (en) * | 1988-05-19 | 1989-11-22 | Bridgestone Corp | Damper device |
JPH0280830A (en) * | 1988-08-02 | 1990-03-20 | Skellerup Rubber Mfg Ltd | Highly stable earth quake support structure |
JPH10281221A (en) * | 1997-04-07 | 1998-10-23 | Fujikura Rubber Ltd | Vibrationproofing rubber device |
JP2006045975A (en) * | 2004-08-06 | 2006-02-16 | Bridgestone Corp | Damper |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6139705U (en) * | 1984-08-16 | 1986-03-13 | 鹿島建設株式会社 | Building seismic isolation device |
-
1986
- 1986-09-16 JP JP61217689A patent/JP2658024B2/en not_active Expired - Fee Related
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6139705U (en) * | 1984-08-16 | 1986-03-13 | 鹿島建設株式会社 | Building seismic isolation device |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01290842A (en) * | 1988-05-19 | 1989-11-22 | Bridgestone Corp | Damper device |
JPH0280830A (en) * | 1988-08-02 | 1990-03-20 | Skellerup Rubber Mfg Ltd | Highly stable earth quake support structure |
JPH10281221A (en) * | 1997-04-07 | 1998-10-23 | Fujikura Rubber Ltd | Vibrationproofing rubber device |
JP2006045975A (en) * | 2004-08-06 | 2006-02-16 | Bridgestone Corp | Damper |
Also Published As
Publication number | Publication date |
---|---|
JP2658024B2 (en) | 1997-09-30 |
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