JP2002147529A - Base isolation device - Google Patents

Base isolation device

Info

Publication number
JP2002147529A
JP2002147529A JP2001273165A JP2001273165A JP2002147529A JP 2002147529 A JP2002147529 A JP 2002147529A JP 2001273165 A JP2001273165 A JP 2001273165A JP 2001273165 A JP2001273165 A JP 2001273165A JP 2002147529 A JP2002147529 A JP 2002147529A
Authority
JP
Japan
Prior art keywords
contact surface
rolling
upper member
contact
lower member
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
JP2001273165A
Other languages
Japanese (ja)
Inventor
Mitsuo Kanazawa
光雄 金澤
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.)
Kanazawa Manufacturing Co Ltd
Original Assignee
Kanazawa Manufacturing 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 Kanazawa Manufacturing Co Ltd filed Critical Kanazawa Manufacturing Co Ltd
Priority to JP2001273165A priority Critical patent/JP2002147529A/en
Publication of JP2002147529A publication Critical patent/JP2002147529A/en
Pending legal-status Critical Current

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Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To provide a base isolation device capable of restraining change of height of an upper part construction such as a building. SOLUTION: A bending ratio of a first supporting surface 9 and a second supporting surface 10 of an upper part and a lower part of a rolling member 6 is set so that fluctuation of an upper side member 4 along a vertical direction is reduced accompanied by relative movement of the upper side member 4 and a lower part side member 5 along a lateral direction. Thus, the height of the building 1 is restrained from changing accompanied by rolling.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、例えば建築物と建
築物の基礎との間に介装されて、建築物を地震等の横揺
れ震動から保護するための免震装置に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic isolation device interposed between, for example, a building and the foundation of the building to protect the building from rolling vibration such as an earthquake.

【0002】[0002]

【従来の技術】従来、建築物等の上部構造物を地震等の
横揺れ震動から保護するために、その上部構造物とその
上部構造物の下方に設けられる下部構造物(基台、基礎
等)との間に免震装置が設けられる傾向にある。免震装
置には、上部構造物に固定される上側部材と、下部構造
物に固定される下側部材と、上側部材と下側部材との間
に介装され該上側部材と該下側部材との相対的な横移動
に伴って転動する転動部材と、を備えるものがあり、そ
の種の免震装置としては、例えば実開平2−12283
3号公報に示すように、転動部材としてのボールベアリ
ングを下側部材に回動可能に支持する一方、上側部材の
下面に凹曲面を形成し、そのボールベアリングを凹曲面
の範囲内で転動させるようにしたものがある。このもの
においては、下側部材の振動を上側部材に伝達させない
ようにできるだけでなく、凹曲面(特に周囲の立ち上が
り部)とボールベアリングとの関係により、ボールベア
リングが凹曲面内から外れることを防止することができ
ると共に、復元力を発生させて転動部材を原位置(中立
位置)に復帰させる上で好ましいものとすることができ
ることになる。
2. Description of the Related Art Conventionally, in order to protect an upper structure such as a building from a rolling vibration such as an earthquake, the upper structure and a lower structure (base, foundation, etc.) provided below the upper structure. ) Tends to be installed. The seismic isolation device includes an upper member fixed to the upper structure, a lower member fixed to the lower structure, and the upper member and the lower member interposed between the upper member and the lower member. And a rolling member that rolls in accordance with the relative lateral movement of the seismic isolation device.
As disclosed in Japanese Patent Application Publication No. 3 (1993) -3, while a ball bearing as a rolling member is rotatably supported by a lower member, a concave curved surface is formed on a lower surface of an upper member, and the ball bearing is rolled within the range of the concave curved surface. Some have been moved. In this device, not only can the vibration of the lower member not be transmitted to the upper member, but also the ball bearing can be prevented from coming off from the concave curved surface due to the relationship between the concave curved surface (particularly, the surrounding rising portion) and the ball bearing. In addition to this, it is possible to make the rolling member preferable for generating a restoring force to return the rolling member to the original position (neutral position).

【0003】[0003]

【発明が解決しようとする課題】しかし、その反面、上
記免震装置においては、凹曲面(特に周囲の立ち上がり
部)とボールベアリングとの関係に基づき、ボールベア
リングの転動に伴い、上側部材(上側部材と下側部材と
の間の上下間隔)が増大することになり、これに伴い、
建築物等の上部構造物の高さも変化せざるを得ない。本
発明は上記実情に鑑みてなされたもので、その技術的課
題は、建築物等の上部構造物の高さ変化をも抑制するこ
とができる免震装置を提供することにある。
However, on the other hand, in the above seismic isolation device, the upper member (particularly the surrounding rising portion) and the upper member (rolling of the ball bearing) are rolled based on the relationship between the ball bearing and the concave surface. The vertical spacing between the upper member and the lower member) will increase,
The height of superstructures, such as buildings, must also change. The present invention has been made in view of the above circumstances, and a technical problem thereof is to provide a seismic isolation device that can also suppress a change in height of an upper structure such as a building.

【0004】[0004]

【課題を解決するための手段】前記技術的課題を達成す
るため本発明(請求項1の発明)にあっては、上部構造
物に固定される上側部材と、下部構造物に固定される下
側部材と、前記上側部材と前記下側部材との間に介装さ
れ該上側部材と該下側部材との相対的な横移動に伴って
転動する転動部材と、を備える免震装置において、前記
上側部材の下面に、球面からなる第1当接面が形成さ
れ、前記下側部材の上面に、球面からなる第2当接面が
形成され、前記転動部材に、その上面側において、前記
第1当接面が当接されると共に、該第1当接面との当接
部から該第1当接面に沿って離れるに従って該第1当接
面との間隔が次第に離間されるように第1支持面が形成
され、前記転動部材に、その下面側において、前記第2
当接面が当接されると共に、該第2当接面との当接部か
ら該第2当接面に沿って離れるに従って該第2当接面と
の間隔が次第に離間されるように第2支持面が形成さ
れ、前記転動部材の第1、第2支持面の曲率が、前記上
側部材と前記下側部材との相対的な横移動に伴って該上
側部材が上下方向に変動しない場合の曲率に比して、若
干、小さくされていると共に、該転動部材、該上側部材
及び該下側部材を原位置に復帰させる復元力を付与する
ための弾性部材が備えられている構成としてある。この
構成を前提とした好ましい態様としては、特許請求の範
囲における請求項2以下の記載のとおりとなる。
According to the present invention (the invention of claim 1), an upper member fixed to an upper structure and a lower member fixed to a lower structure are provided. A seismic isolation device comprising: a side member; and a rolling member interposed between the upper member and the lower member and rolling with a relative lateral movement between the upper member and the lower member. , A first contact surface made of a spherical surface is formed on the lower surface of the upper member, and a second contact surface made of a spherical surface is formed on the upper surface of the lower member. And the distance between the first contact surface and the first contact surface gradually increases as the distance from the contact portion with the first contact surface increases along the first contact surface. A first support surface is formed so that the rolling member has a second support surface on the lower surface side.
The contact surface is brought into contact with the second contact surface so that the distance between the contact surface and the second contact surface is gradually increased as the contact surface is separated from the contact portion with the second contact surface along the second contact surface. 2 support surface is formed, and the curvature of the first and second support surfaces of the rolling member does not fluctuate in the vertical direction with the relative lateral movement of the upper member and the lower member. A configuration in which the curvature is slightly reduced as compared with the curvature of the case, and an elastic member is provided for applying a restoring force for returning the rolling member, the upper member, and the lower member to their original positions. There is. Preferred embodiments on the premise of this configuration are as described in claim 2 and the following claims.

【0005】[0005]

【発明の効果】請求項1に記載された発明によれば、転
動部材の第1、第2支持面の曲率が、上側部材と下側部
材との相対的な横移動に伴って該上側部材が上下方向に
変動しない場合の曲率に比して、若干小さくされている
ことから、上側部材と該下側部材との間の上下間隔が変
動することを減少させつつ、上側部材と下側部材との間
の上下間隔の変動に基づき復元力を発生させることがで
きることになり、建築物等の上部構造物の高さ変化の抑
制と、転動部材の原位置(中立位置)への自動復帰とを
高度に満足させることができることになる。しかも、転
動部材、上側部材及び下側部材を原位置に復帰させる復
元力を付与するための弾性部材が備えられていることか
ら、この弾性部材によっても、原位置(中立位置)へ復
帰し易いものとすることができることになる。
According to the first aspect of the present invention, the curvature of the first and second support surfaces of the rolling member is increased by the relative lateral movement of the upper member and the lower member. In comparison with the curvature when the member does not fluctuate in the vertical direction, since the curvature is slightly reduced, the fluctuation in the vertical distance between the upper member and the lower member is reduced, while the upper member and the lower member are reduced. It is possible to generate a restoring force based on the fluctuation of the vertical distance between the member and the member, thereby suppressing a change in the height of the upper structure such as a building and automatically moving the rolling member to the original position (neutral position). The return can be highly satisfied. Moreover, since the rolling member, the upper member, and the lower member are provided with an elastic member for applying a restoring force to return to the original position, the elastic member also returns to the original position (neutral position). It can be made easy.

【0006】請求項2に記載された発明によれば、上側
部材と転動部材、下側部材と転動部材との間に、該転動
部材を原位置に復帰させる復元力を付与するための弾性
部材が介装されていることから、上側部材と下側部材と
の間の上下間隔の変動に基づく復元力の他に、弾性部材
による復元力が加わることになり、建築物等の上部構造
物の高さ変化の抑制を図りつつ、転動部材の原位置(中
立位置)への復帰の点で、より好ましいものとすること
ができることになる。請求項3に記載された発明によれ
ば、上側部材又は下側部材の一方の周縁部に周壁部が起
立され、周壁部が、上側部材又は下側部材のうちの他方
の横移動領域に臨まされていることから、周壁部を上側
部材又は下側部材の他方のストッパとして利用すること
ができることになり、上側部材と下側部材との相対的な
横移動を所望の範囲内にとどめることができることにな
る。
According to the second aspect of the present invention, a restoring force for returning the rolling member to the original position is applied between the upper member and the rolling member and between the lower member and the rolling member. Since the elastic member is interposed, in addition to the restoring force based on the fluctuation of the vertical distance between the upper member and the lower member, the restoring force by the elastic member is added, and the upper part of the building or the like It is possible to make the rolling member more preferable in returning to the original position (neutral position) while suppressing a change in the height of the structure. According to the invention described in claim 3, the peripheral wall is erected on one peripheral edge of the upper member or the lower member, and the peripheral wall faces the other lateral movement region of the upper member or the lower member. Therefore, the peripheral wall portion can be used as the other stopper of the upper member or the lower member, and the relative lateral movement between the upper member and the lower member can be kept within a desired range. You can do it.

【0007】請求項4に記載された発明によれば、上側
部材又は下側部材のうちの他方の周縁部と周壁部の内周
縁部との間に弾性部材が、該上側部材又は該下側部材の
うちの他方の周縁部と該周壁部の内周縁部との間を覆う
ようにして介装されていることから、前記請求項3と同
様の作用効果を得る他に、その弾性部材を利用して復元
力を発生させることができると共に、上側部材と下側部
材とが形成する転動部材の収納空間に埃が進入すること
を防いで、作動性能を所定の高い状態に維持することが
できることになる。しかも、転動部材等の部品が内部に
収納され、全体が密閉容器状になっていることから、取
り扱い性を向上させることができることになる。請求項
5に記載された発明によれば、上側部材と転動部材、下
側部材と転動部材との間に、該転動部材、該上側部材及
び該下側部材を原位置に復帰させる復元力を付与するた
めの弾性部材が介装されていることから、前記請求項3
又は4と同様の作用効果を得る他に、転動部材を原位置
(中立位置)へ確実に復帰させる点で、より好ましいも
のとすることができることになる。
According to the invention described in claim 4, an elastic member is provided between the other peripheral portion of the upper member or the lower member and the inner peripheral portion of the peripheral wall portion. Since it is interposed so as to cover between the other peripheral portion of the member and the inner peripheral portion of the peripheral wall portion, in addition to obtaining the same operation and effect as in claim 3, the elastic member is It is possible to generate a restoring force by utilizing the dust, prevent dust from entering the storage space of the rolling member formed by the upper member and the lower member, and maintain the operation performance at a predetermined high state. Can be done. In addition, since the components such as the rolling members are housed inside and the whole is in a closed container shape, it is possible to improve the handleability. According to the invention described in claim 5, between the upper member and the rolling member, and between the lower member and the rolling member, the rolling member, the upper member, and the lower member are returned to their original positions. Claim 3 wherein an elastic member for providing a restoring force is interposed.
Or, in addition to obtaining the same operation and effect as in 4, it is possible to make the rolling member more preferable in that the rolling member is surely returned to the original position (neutral position).

【0008】請求項6〜9に記載された発明によれば、
第1、第2当接面、第1、第2支持面の具体的な形状を
もって、請求項1〜5の各請求項の作用効果を具体的に
得ることができることになる。
According to the invention described in claims 6 to 9,
With the specific shapes of the first and second contact surfaces and the first and second support surfaces, the functions and effects of the first to fifth aspects can be specifically obtained.

【0009】[0009]

【発明の実施の形態】以下、本発明の実施形態を図面を
参照して説明する。図1〜図7は本発明の第1実施形態
を示すものである。図1において、符号1は、ビルディ
ングや家屋等の建築物(上部構造物)、符号2は、建築
物1が建造された基礎部材(下部構造物)であり、この
建築物1と基礎部材2との間に免震装置3が介装されて
いる。この免震装置3は、建築物1と基礎部材2との間
に適当個数介装されるが、図1、図2中には、そのうち
の1個だけが示されている。
Embodiments of the present invention will be described below with reference to the drawings. 1 to 7 show a first embodiment of the present invention. In FIG. 1, reference numeral 1 denotes a building (upper structure) such as a building or a house, and reference numeral 2 denotes a base member (lower structure) on which the building 1 is built. And the seismic isolation device 3 is interposed. An appropriate number of the seismic isolation devices 3 are interposed between the building 1 and the base member 2, and only one of them is shown in FIGS.

【0010】免震装置3は、建築物1に固定される上側
部材4と、基礎部材2に固定される下側部材5と、上側
部材4と下側部材5との間に介装される転動部材6とを
有する。
The seismic isolation device 3 is interposed between the upper member 4 fixed to the building 1, the lower member 5 fixed to the foundation member 2, and the upper member 4 and the lower member 5. And a rolling member 6.

【0011】上側部材4には、その下面において凹形状
の球面からなる第1当接面7が形成され、下側部材5の
上面には、凹形状の球面からなる第2当接面8が形成さ
れている。この第1当接面7および第2当接面8はそれ
ぞれ、転動部材6よりも十分大きな面積を有するように
設定されており、その第1当接面7および第2当接面8
の径方向中央部が最も引っ込むことになっている。
A lower surface of the upper member 4 has a first contact surface 7 having a concave spherical surface, and a lower surface of the lower member 5 has a second contact surface 8 having a concave spherical surface. Is formed. The first contact surface 7 and the second contact surface 8 are each set to have a sufficiently larger area than the rolling member 6, and the first contact surface 7 and the second contact surface 8 are provided.
The center in the radial direction is the most retracted.

【0012】転動部材6は、上側部材4と下側部材5と
により挟持された状態とされており、上側部材4又は下
側部材5のうちの一方の横方向の移動は、その移動方向
とは逆の方向の移動として、転動部材6を介して上側部
材4又は下側部材5のうちの他方に滑ることなく伝達さ
れることになっている。そしてこの際、転動部材6の回
動中心点Oの移動に基づき、上記一方の横方向の移動量
に対して、上記他方の移動量は減少され、上記一方から
上記他方への横揺れが低減されることになっている(免
震性確保)。具体的に図3をもって説明する。図3は、
説明、理解を容易にすべく、上側部材4、下側部材5を
平板とし、転動部材6を球とした単純化モデルを示すも
のである。この図3においては、下側部材5をdだけ右
方向に移動させると、転動部材6が、そのdに相当する
円弧分だけ反時計方向に回転され、該転動部材6は、上
側部材4と下側部材5との滑りのない挟持関係に基づ
き、左方向にdだけ転動される(図3中、仮想線参
照)。これにより、転動部材6の回動中心点Oが原位置
からdだけ左方向に移動すると共に、上側部材4は左方
向にdだけ押し出される。このため、下側部材5の移動
に伴い転動部材6の回動中心点Oが新たな位置Nに移動
する場合には、その位置Nを基準にして、転動部材6が
2dだけ右方向に移動し、上側部材4は、左方向にdだ
け左方向に移動することになり、免震されることにな
る。
The rolling member 6 is sandwiched between the upper member 4 and the lower member 5, and the lateral movement of one of the upper member 4 and the lower member 5 depends on the moving direction. The movement in the opposite direction is transmitted to the other of the upper member 4 and the lower member 5 via the rolling member 6 without slipping. At this time, based on the movement of the rotation center point O of the rolling member 6, the movement amount of the other is reduced with respect to the movement amount of the one lateral direction, and the lateral swing from the one to the other is reduced. It is to be reduced (ensure seismic isolation). This will be specifically described with reference to FIG. FIG.
In order to facilitate the explanation and understanding, a simplified model in which the upper member 4 and the lower member 5 are flat plates and the rolling members 6 are spheres is shown. In FIG. 3, when the lower member 5 is moved rightward by d, the rolling member 6 is rotated counterclockwise by an arc corresponding to the d, and the rolling member 6 Based on the non-slip gripping relationship between the lower member 4 and the lower member 5, the roller 4 is rolled leftward by d (see a virtual line in FIG. 3). Accordingly, the rotation center point O of the rolling member 6 moves leftward from the original position by d, and the upper member 4 is pushed leftward by d. For this reason, when the rotation center point O of the rolling member 6 moves to a new position N with the movement of the lower member 5, the rolling member 6 is moved rightward by 2d with respect to the position N. , The upper member 4 moves leftward by d in the left direction, and is isolated.

【0013】この転動部材6には、その上面において、
凸形状の球面からなる第1支持面9が形成され、転動部
材6の下面には、凸形状の球面からなる第2支持面10
が形成されている(図2参照)。第1支持面9は、第1
当接面7に当接されると共に、該第1当接面7との当接
部から該第1当接面7に沿って離れるに従って該第1当
接面7との間隔が次第に離間されるように形成されてお
り、第2支持面10は、第2当接面8に当接されると共
に、該第2当接面8との当接部から該第2当接面8に沿
って離れるに従って該第2当接面8との間隔が次第に離
間されるように形成されている。そして、この第1、第
2支持面9、10の曲率は、第1、第2当接面7、8の
曲率に対して、上側部材4と下側部材5との相対的な横
移動に伴って該上側部材4が上下方向に変動することが
ないように設定されている。
On the upper surface of the rolling member 6,
A first support surface 9 made of a convex spherical surface is formed, and a second support surface 10 made of a convex spherical surface is formed on the lower surface of the rolling member 6.
Are formed (see FIG. 2). The first support surface 9 is
While being in contact with the contact surface 7, the distance from the contact portion with the first contact surface 7 along the first contact surface 7 gradually increases as the distance from the first contact surface 7 increases. The second support surface 10 is in contact with the second contact surface 8 and extends from the contact portion with the second contact surface 8 along the second contact surface 8. The distance between the second contact surface 8 and the second contact surface 8 gradually increases as the distance increases. The curvature of the first and second support surfaces 9 and 10 corresponds to the relative lateral movement of the upper member 4 and the lower member 5 with respect to the curvature of the first and second contact surfaces 7 and 8. Accordingly, the upper member 4 is set so as not to fluctuate in the vertical direction.

【0014】上記上側部材4が上下方向に変動しないよ
うにする設定に関し、具体的に図4をもって説明する。
図4は、説明、理解を容易にするために、上側部材4
(下側部材5)の横移動に伴い転動部材6の回動中心点
Oが近似的に移動しないとみなした単純化モデルを示す
ものであり、その図4において、x軸方向が高さ方向を
示し、y方向が横方向を示している。この図4におい
て、下側部材5(図4においては図示略)の横移動に伴
い、上側部材4が、下側部材5とは逆方向に横移動(図
4においては下方向)する場合、上側部材4における第
1当接面7上の任意の点、A1点が、当接点となるx軸
上のA0点に至ったときには、そこでは、A1点の高さ
が、第1当接面7が球面であることに基づき、上側部材
4が中立位置(原位置)に位置していた第1当接面7上
のB点よりも低くなるが、第1支持面9の曲率調整に基
づき、それに相当する分だけ、転動部材6における第1
支持面9上のA2(A1点がx軸上のA0点に至るとき
当接することになる第1支持面上の点)が低くなること
になっており、結果的に、上側部材4の上面の高さ位置
は変化しないことになっている。勿論この場合、第2当
接面8に対し、第2支持面10の曲率も同様に調整され
ることになっている。
The setting for preventing the upper member 4 from moving up and down will be specifically described with reference to FIG.
FIG. 4 shows the upper member 4 for easy explanation and understanding.
FIG. 4 shows a simplified model that assumes that the rotation center point O of the rolling member 6 does not move approximately with the lateral movement of the (lower member 5), and in FIG. Direction, and the y direction indicates the horizontal direction. 4, when the lower member 5 (not shown in FIG. 4) is laterally moved, the upper member 4 is laterally moved in the opposite direction to the lower member 5 (downward in FIG. 4). When an arbitrary point A1 on the first contact surface 7 of the upper member 4 reaches a point A0 on the x-axis serving as a contact point, the height of the point A1 is changed to the first contact surface. Although the upper member 4 is lower than the point B on the first contact surface 7 where the upper member 4 is located at the neutral position (original position) based on the fact that the surface 7 is spherical, the upper member 4 is adjusted based on the curvature adjustment of the first support surface 9. , The first portion of the rolling member 6 corresponding to the
A2 on the support surface 9 (a point on the first support surface that comes into contact when the point A1 reaches the point A0 on the x-axis) is reduced, and as a result, the upper surface of the upper member 4 Height position is not changed. Of course, in this case, the curvature of the second support surface 10 is to be adjusted similarly to the second contact surface 8.

【0015】上記単純化モデルについて、より具体的に
説明する。この単純化モデルを示す図4において、第1
当接面7(第2当接面8)の円弧半径をR、転動部材6
の回転中心点Oから第1当接面7の円弧中心Pまでの距
離をh、中立位置にある上側部材4と転動部材6とのx
軸上の当接点をB点(R−h,0)、円弧上のA1点
(ρ,{R2−(ρ+h)21/2)が上側部材4を横移
動させることによりx軸上に至る点をA0点(ρ,0)
とする。このような状況下においては、転動部材6の回
動中心点Oが近似的に移動しないことから、上側部材4
が横移動したときには、転動部材6における第1支持面
9上のA2点(x,y)はA0点に至らなければなら
ず、円弧A2A0と円弧A1Bとは等しくなければなら
ない。
The above-mentioned simplified model will be described more specifically. In FIG. 4 showing this simplified model,
The radius of the arc of the contact surface 7 (the second contact surface 8) is R, and the rolling member 6
The distance from the rotation center point O to the arc center P of the first contact surface 7 is h, and the distance between the upper member 4 and the rolling member 6 at the neutral position is x.
The contact point on the axis is point B (R-h, 0) and the point A1 on the arc (ρ, {R 2- (ρ + h) 21/2 ) is moved on the x-axis by laterally moving the upper member 4. A0 point (ρ, 0)
And In such a situation, since the rotation center point O of the rolling member 6 does not move approximately, the upper member 4
Moves laterally, the point A2 (x, y) on the first support surface 9 of the rolling member 6 must reach the point A0, and the arcs A2A0 and A1B must be equal.

【0016】この場合、円弧A1Bの角度がcos
-1(ρ+h)/R=cos-1((x2+y21/2+h)
/Rであるから、円弧A1Bは円弧A1B=Rcos-1
((x2+y21/2+h)/Rとなる。一方、円弧A2
A0は、∫x R-h{1+(dy/dx)21/2dxとなる
(積分区間R−hからx)。したがって、∫x R-h{1+
(dy/dx)21/2dx=Rcos-1((x2+y2
1/2+h)/Rに基づき、第1支持面9の曲率が求めら
れる。上記場合においては、転動部材6の回動中心点O
が近似的に移動しない場合について説明したが、勿論、
転動部材6の回動中心点Oの移動が無視できない場合に
は、適宜、補正、修正されることになる。
In this case, the angle of the arc A1B is cos
-1 (ρ + h) / R = cos -1 ((x 2 + y 2 ) 1/2 + h)
/ R, the arc A1B becomes the arc A1B = Rcos -1
((X 2 + y 2 ) 1/2 + h) / R. On the other hand, arc A2
A0 is, ∫ x Rh {1+ (dy / dx) 2} becomes 1/2 dx (x from integration interval Rh). Therefore, ∫ x Rh {1+
(Dy / dx) 21/2 dx = Rcos −1 ((x 2 + y 2 )
The curvature of the first support surface 9 is determined based on 1/2 + h) / R. In the above case, the rotation center point O of the rolling member 6
Does not move approximately, but of course,
If the movement of the rotation center point O of the rolling member 6 cannot be ignored, it is corrected and corrected as appropriate.

【0017】また、転動部材6の上下方向中央部には、
その周囲においてフランジ部11が設けられ、そのフラ
ンジ部11を基準にして、転動部材6の上側に円筒状の
弾性部材(例えばゴム)12が嵌着され、転動部材6の
下側に円筒状の弾性部材(例えばゴム)13が嵌着され
ている。弾性部材12の上端部は上側部材4の周縁部に
固着されており、弾性部材13の下端部は下側部材5の
周縁部に固着されている。これにより、図2に示すよう
に、上側部材4が、下側部材5の上方において水平な状
態で維持されると共に、転動部材6、上側部材4および
下側部材5は所定の中立位置(中央位置)に位置し、こ
れらは、当該転動部材6の回動中心点Oを通って上下方
向(鉛直方向)に伸びる同一直線上に位置することにな
っている。このため、建築物1又は基礎部材2から横荷
重を受けたとき、転動部材6が上記所定の中立位置へ復
帰し易いものとなり(復元力の発生)、また、上側部材
4、下側部材5の横移動を滑らかに確保する上で好まし
いものとなる。
At the center of the rolling member 6 in the vertical direction,
A flange 11 is provided around the periphery of the roller 11, and a cylindrical elastic member (for example, rubber) 12 is fitted on the upper side of the rolling member 6 with the flange 11 as a reference. An elastic member (e.g., rubber) 13 is fitted. The upper end of the elastic member 12 is fixed to the periphery of the upper member 4, and the lower end of the elastic member 13 is fixed to the periphery of the lower member 5. Thereby, as shown in FIG. 2, the upper member 4 is maintained in a horizontal state above the lower member 5, and the rolling member 6, the upper member 4, and the lower member 5 are positioned at the predetermined neutral position ( These are located on the same straight line extending in the vertical direction (vertical direction) through the rotation center point O of the rolling member 6. Therefore, when a lateral load is applied from the building 1 or the foundation member 2, the rolling member 6 can easily return to the predetermined neutral position (generation of restoring force), and the upper member 4 and the lower member This is preferable in that the lateral movement of No. 5 can be ensured smoothly.

【0018】本実施形態においては、下側部材5の周縁
部に周壁部14が、原位置の上側部材4から径方向外方
に所定距離離間させた状態(環状空間を形成した状態)
で一体的に起立されている。この周壁部14は、上側部
材4の横移動領域に臨まされており、上側部材4が所定
以上横方向に移動することが規制されることになってい
る。
In the present embodiment, a state in which a peripheral wall portion 14 is spaced radially outward from the original position of the upper member 4 by a predetermined distance at a peripheral edge of the lower member 5 (a state in which an annular space is formed).
It is standing up integrally. The peripheral wall portion 14 faces the lateral movement region of the upper member 4, and is restricted from moving the upper member 4 in the lateral direction by a predetermined amount or more.

【0019】これらの上側部材4、下側部材5、転動部
材6は、それぞれ、鉄系の金属材料で構成される。これ
らの部材4、5、6を鉄系の金属材料で構成する理由
は、免震装置3の耐用年数を増大させるためである。し
たがって、上側部材4、下側部材5、転動部材6の材料
は鉄系の金属材料に限定されるものではなく、例えばセ
ラミック材料やアルミニウム合金等の剛性の高い種々の
材料を使用することができる。
The upper member 4, the lower member 5, and the rolling member 6 are each made of an iron-based metal material. The reason why these members 4, 5 and 6 are made of an iron-based metal material is to increase the service life of the seismic isolation device 3. Therefore, the material of the upper member 4, the lower member 5, and the rolling member 6 is not limited to an iron-based metal material, and various materials having high rigidity such as a ceramic material and an aluminum alloy may be used. it can.

【0020】したがって、このような免震装置3におい
ては、正常な図5の状態から横揺れ等により下側部材5
が横移動した場合には、図6、図7に示すように、転動
部材6が転動されて、上側部材4が、下側部材5と逆方
向に横移動することになるが、この際、第1当接面7と
第1支持面9との曲率関係、第2当接面8と第2支持面
10との曲率関係に基づき、上側部材(上面)4は上下
方向に変動せず、建築物1の高さ変化を防止して、常
に、建築物1の高さを一定に維持することになる。
Therefore, in the seismic isolation device 3 as described above, the lower member 5 is moved from the normal state shown in FIG.
6 and 7, the rolling member 6 is rolled and the upper member 4 moves laterally in the opposite direction to the lower member 5, as shown in FIGS. At this time, the upper member (upper surface) 4 fluctuates in the vertical direction based on the curvature relationship between the first contact surface 7 and the first support surface 9 and the curvature relationship between the second contact surface 8 and the second support surface 10. Instead, the height of the building 1 is prevented from changing, and the height of the building 1 is always kept constant.

【0021】また本実施形態においては、第1当接面7
と第1支持面9との曲率関係、第2当接面8と第2支持
面10との曲率関係により、上側部材4と下側部材5と
の間の上下間隔が増大せず、それらによっては復元力を
得ることはできないが、横揺れに際して、転動部材6が
弾性部材12、13の弾性力に抗して転動することにな
り、その際の反発力が復元力となる。このため、その復
元力に基づき、転動部材6は、原位置(中立位置)に復
帰されることになる。
In this embodiment, the first contact surface 7
The vertical relationship between the upper member 4 and the lower member 5 does not increase due to the curvature relationship between the upper member 4 and the second support surface 10, and the curvature relationship between the second contact surface 8 and the second support surface 10. Cannot obtain a restoring force, but when rolling, the rolling member 6 rolls against the elastic force of the elastic members 12 and 13, and the repulsive force at that time becomes the restoring force. Therefore, the rolling member 6 returns to the original position (neutral position) based on the restoring force.

【0022】さらに、横揺れに伴い、上側部材4が所定
以上横移動した場合には、上側部材4は周壁部14に当
接することになり、上側部材4の所定以上の移動が規制
されることになる(図7参照)。このため、上側部材4
と下側部材5との相対的な横移動は、正常な作動が保証
される所望の範囲において行われることになる。
Further, when the upper member 4 moves laterally by a predetermined amount or more due to the roll, the upper member 4 comes into contact with the peripheral wall portion 14 and the movement of the upper member 4 by a predetermined amount or more is restricted. (See FIG. 7). For this reason, the upper member 4
The relative lateral movement between the lower member 5 and the lower member 5 is performed in a desired range where normal operation is guaranteed.

【0023】図8、図9は第2実施形態、図10は第3
実施形態、図11は第4実施形態を示すものである。こ
の各実施形態において、前記実施形態と同一構成要素に
ついては同一符号を付してその説明を省略する。
8 and 9 show a second embodiment, and FIG. 10 shows a third embodiment.
Embodiment FIG. 11 shows a fourth embodiment. In each of the embodiments, the same components as those in the above embodiment are denoted by the same reference numerals, and description thereof will be omitted.

【0024】図8、図9に示す第2実施形態において
は、上側部材4の下面(第1当接面7)周縁部に環状溝
15が形成され、フランジ部11の上下面に環状溝16
a、16bがそれぞれ形成され、下側部材5の上面(第
2当接面8)周縁部に環状溝17が形成されている。そ
のうち、環状溝15と16aとの間に円筒状の弾性部材
12の端部が嵌合され、環状溝16bと17との間に
は、弾性部材13の端部が嵌合されている。また、上側
部材4の周縁部と周壁部14の内周縁部との間にも弾性
部材18が介装されており、この弾性部材18は、上側
部材4の周縁部と周壁部14の内周縁部との間の環状空
間を覆っている。これにより、弾性部材18によっても
復元力が確保できるだけでなく、その弾性部材18によ
って埃が周壁部14内部に入り込むことを防止できるこ
とになり、高度な初期性能を維持できることになる。
In the second embodiment shown in FIGS. 8 and 9, an annular groove 15 is formed on the periphery of the lower surface (first contact surface 7) of the upper member 4, and an annular groove 16 is formed on the upper and lower surfaces of the flange 11.
a, 16b are respectively formed, and an annular groove 17 is formed in the peripheral portion of the upper surface (second contact surface 8) of the lower member 5. The end of the cylindrical elastic member 12 is fitted between the annular grooves 15 and 16a, and the end of the elastic member 13 is fitted between the annular grooves 16b and 17. An elastic member 18 is also interposed between the peripheral edge of the upper member 4 and the inner peripheral edge of the peripheral wall portion 14. The elastic member 18 is provided between the peripheral edge of the upper member 4 and the inner peripheral edge of the peripheral wall portion 14. It covers the annular space between the parts. Thereby, not only the elastic member 18 can secure the restoring force, but also the dust can be prevented from entering the inside of the peripheral wall portion 14 by the elastic member 18, and a high initial performance can be maintained.

【0025】図10に示す第3実施形態においては、転
動部材の第1、第2支持面9、10の曲率が、上側部材
4と下側部材5との相対的な横移動に伴って該上側部材
4が上下方向に変動しない場合の曲率に比して、若干、
小さくされている(曲率半径大)。すなわち、図10に
おいて、転動部材6の第1、第2支持面9、10の曲率
が、上側部材4が上下方向に変動しない場合の曲率r
1、r2−1、r3−1(図10中、仮想線参照)に比
して若干、小さい曲率r1、r2−2、r3−2(図1
0中、実線参照)とされている。これにより、上側部材
4と下側部材5との間の上下間隔が変動することを減少
させつつ、上側部材4を持ち上げ、上側部材4と下側部
材5との間の上下間隔の増大に基づく復元力を発生させ
ることができることになり、建築物1の高さ変化の抑制
と、転動部材6の原位置(中立位置)への自動復帰とを
高度に満足させることができることになる。
In the third embodiment shown in FIG. 10, the curvatures of the first and second support surfaces 9 and 10 of the rolling members are changed by the relative lateral movement of the upper member 4 and the lower member 5. Compared to the curvature when the upper member 4 does not fluctuate in the vertical direction,
Small (large radius of curvature). That is, in FIG. 10, the curvature r of the first and second support surfaces 9 and 10 of the rolling member 6 is the curvature r when the upper member 4 does not change in the vertical direction.
The curvatures r1, r2-2, and r3-2 (FIG. 1) are slightly smaller than 1, r2-1, and r3-1 (see the phantom line in FIG. 10).
0, see the solid line). Thereby, the upper member 4 is lifted while reducing the fluctuation of the vertical distance between the upper member 4 and the lower member 5, and the vertical distance between the upper member 4 and the lower member 5 is increased. As a result, a restoring force can be generated, and the suppression of the height change of the building 1 and the automatic return of the rolling member 6 to the original position (neutral position) can be highly satisfied.

【0026】図11に示す第4実施形態においては、第
1当接面7と第2当接面8とが、凸形状の球面とされ、
第1支持面9と第2支持面10とが、凹形状の球面とさ
れている。これら第4実施形態においても、前記第1又
は第2実施形態と同様の作用効果を得ることができるこ
とになる。勿論この他に、第1又は第2実施形態に係る
態様と第4実施形態に係る態様を組み合わせてもよい。
すなわち、第1当接面7と第2支持面10とを凹形状の
球面とすると共に第2当接面8と第1支持面9とを凸形
状の球面としたり、第2当接面8と第1支持面9とを凹
形状の球面とすると共に第2支持面10と第1当接面7
とを凸形状の球面としても、同様の作用効果を得ること
ができることになる。
In the fourth embodiment shown in FIG. 11, the first contact surface 7 and the second contact surface 8 are convex spherical surfaces.
The first support surface 9 and the second support surface 10 are concave spherical surfaces. In the fourth embodiment, the same operation and effect as those in the first or second embodiment can be obtained. Of course, other than the above, the mode according to the first or second embodiment may be combined with the mode according to the fourth embodiment.
That is, the first contact surface 7 and the second support surface 10 are formed as concave spherical surfaces, and the second contact surface 8 and the first support surface 9 are formed as convex spherical surfaces. And the first support surface 9 are concave spherical surfaces, and the second support surface 10 and the first contact surface 7
Even if is a convex spherical surface, the same function and effect can be obtained.

【0027】以上実施形態について説明したが、本発明
はこれに限らず、例えば次のような場合をも含むもので
ある。 (1)復元力を発生させる弾性部材として、ゴムに代え
て、コイルスプリング等を適宜用いること。 (2)ストッパとしての周壁部を上側部材に設けるこ
と。 (3)下側部材を建築物における下側床部材とし、上側
部材を当該下側床部材より若干上方に位置された上側床
部材とすること(上側床部材をフロ−ティング構造とし
たもので、上側床部材上にコンピュ−タ等の精密製品を
配設したときに、当該精密製品を横方向振動から保護す
る構造)。
Although the embodiment has been described above, the present invention is not limited to this and includes, for example, the following cases. (1) As an elastic member for generating a restoring force, a coil spring or the like is appropriately used instead of rubber. (2) A peripheral wall portion as a stopper is provided on the upper member. (3) The lower member is a lower floor member in a building, and the upper member is an upper floor member located slightly above the lower floor member (the upper floor member has a floating structure). (1) When a precision product such as a computer is disposed on the upper floor member, the precision product is protected from lateral vibration.

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

【図1】第1実施形態に係る免震装置を示す平面図。FIG. 1 is a plan view showing a seismic isolation device according to a first embodiment.

【図2】図1の縦断面図。FIG. 2 is a longitudinal sectional view of FIG.

【図3】単純化モデルに基づく第1実施形態の免震作用
を説明する説明図。
FIG. 3 is an explanatory diagram illustrating a seismic isolation operation of the first embodiment based on a simplified model.

【図4】上側部材が上下方向に変位動しない場合におけ
る第1当接面(第2当接面)の曲率と第1支持面(第2
支持面)の曲率との関係を説明する説明図。
FIG. 4 shows the curvature of the first contact surface (second contact surface) and the first support surface (second contact surface) when the upper member does not move vertically.
FIG. 3 is an explanatory diagram for explaining a relationship with a curvature of a support surface.

【図5】横揺れ前の中立位置に位置する状態の免震装置
の状態を示す図。
FIG. 5 is a diagram illustrating a state of the seismic isolation device in a state where the seismic isolation device is located at a neutral position before rollover.

【図6】図5の状態から横揺れが生じた状態に変化した
状態を示す動作状態図。
FIG. 6 is an operation state diagram showing a state where the state of FIG. 5 changes to a state in which roll occurs.

【図7】図6の続きを示す動作状態図。FIG. 7 is an operation state diagram showing a continuation of FIG. 6;

【図8】第2実施形態を説明する縦断面図。FIG. 8 is a longitudinal sectional view illustrating a second embodiment.

【図9】図8の平面図。FIG. 9 is a plan view of FIG. 8;

【図10】第3実施形態を説明する縦断面図。FIG. 10 is a longitudinal sectional view illustrating a third embodiment.

【図11】第4実施形態を説明する縦断面図。FIG. 11 is a longitudinal sectional view illustrating a fourth embodiment.

【符号の説明】[Explanation of symbols]

1 建築物(上部構造物) 2 基礎部材(下部構造物) 3 免震装置 4 上側部材 5 下側部材 6 転動部材 7 第1当接面 8 第2当接面 9 第1支持面 10 第2支持面 12 弾性部材 13 弾性部材 14 周壁部 18 弾性部材 DESCRIPTION OF SYMBOLS 1 Building (upper structure) 2 Foundation member (lower structure) 3 Seismic isolation device 4 Upper member 5 Lower member 6 Rolling member 7 1st contact surface 8 2nd contact surface 9 1st support surface 10th 2 support surface 12 elastic member 13 elastic member 14 peripheral wall 18 elastic member

Claims (9)

【特許請求の範囲】[Claims] 【請求項1】 上部構造物に固定される上側部材と、下
部構造物に固定される下側部材と、前記上側部材と前記
下側部材との間に介装され該上側部材と該下側部材との
相対的な横移動に伴って転動する転動部材と、を備える
免震装置において、 前記上側部材の下面に、球面からなる第1当接面が形成
され、 前記下側部材の上面に、球面からなる第2当接面が形成
され、 前記転動部材に、その上面側において、前記第1当接面
が当接されると共に、該第1当接面との当接部から該第
1当接面に沿って離れるに従って該第1当接面との間隔
が次第に離間されるように第1支持面が形成され、 前記転動部材に、その下面側において、前記第2当接面
が当接されると共に、該第2当接面との当接部から該第
2当接面に沿って離れるに従って該第2当接面との間隔
が次第に離間されるように第2支持面が形成され、 前記転動部材の第1、第2支持面の曲率が、前記上側部
材と前記下側部材との相対的な横移動に伴って該上側部
材が上下方向に変動しない場合の曲率に比して、若干、
小さくされていると共に、該転動部材、該上側部材及び
該下側部材を原位置に復帰させる復元力を付与するため
の弾性部材が備えられている、ことを特徴とする免震装
置。
1. An upper member fixed to an upper structure, a lower member fixed to a lower structure, and the upper member and the lower member interposed between the upper member and the lower member. A rolling member that rolls with a lateral movement relative to a member, wherein a first contact surface formed of a spherical surface is formed on a lower surface of the upper member; A second contact surface made of a spherical surface is formed on the upper surface, and the first contact surface is brought into contact with the rolling member on the upper surface side, and a contact portion with the first contact surface is formed. A first support surface is formed such that the distance from the first contact surface gradually increases as the distance from the first contact surface increases, and the lower surface side of the rolling member has the second support surface. As the contact surface comes into contact with the second contact surface, the second contact surface moves away from the contact portion with the second contact surface along the second contact surface. A second support surface is formed such that a distance between the first member and the second member is gradually increased, and a curvature of the first and second support surfaces of the rolling member causes a relative lateral movement between the upper member and the lower member. In comparison with the curvature when the upper member does not fluctuate in the vertical direction,
A seismic isolation device, which is reduced in size, and is provided with an elastic member for applying a restoring force for returning the rolling member, the upper member, and the lower member to their original positions.
【請求項2】 請求項1において、 前記上側部材と前記転動部材、前記下側部材と前記転動
部材との間に、該転動部材、該上側部材及び該下側部材
を原位置に復帰させる復元力を付与するための弾性部材
が介装されている、ことを特徴とする免震装置。
2. The device according to claim 1, wherein the rolling member, the upper member, and the lower member are at original positions between the upper member and the rolling member, and between the lower member and the rolling member. A seismic isolation device, wherein an elastic member for providing a restoring force for returning is interposed.
【請求項3】 請求項1において、 前記上側部材又は前記下側部材のうちの一方の周縁部に
周壁部が起立され、 前記周壁部が、前記上側部材又は前記下側部材のうちの
他方の横移動領域に臨まされている、 ことを特徴とする免震装置。
3. The upper member or the lower member according to claim 1, wherein a peripheral wall is erected on one peripheral edge of the upper member or the lower member, and the peripheral wall is the other of the upper member or the lower member. A seismic isolation device facing the lateral movement area.
【請求項4】 請求項3において、 前記上側部材又は前記下側部材のうちの他方の周縁部と
前記周壁部の内周縁部との間に弾性部材が、該上側部材
又は該下側部材のうちの他方の周縁部と該周壁部の内周
縁部との間を覆うようにして介装されている、ことを特
徴とする免震装置。
4. The upper member or the lower member according to claim 3, wherein an elastic member is provided between the other peripheral edge of the upper member or the lower member and an inner peripheral edge of the peripheral wall. A seismic isolation device, which is interposed so as to cover a space between the other peripheral portion and an inner peripheral portion of the peripheral wall portion.
【請求項5】 請求項3又は4において、 前記上側部材と前記転動部材、前記下側部材と前記転動
部材との間に、該転動部材、該上側部材及び該下側部材
を原位置に復帰させる復元力を付与するための弾性部材
が介装されている、ことを特徴とする免震装置。
5. The rolling member according to claim 3, wherein the rolling member, the upper member and the lower member are disposed between the upper member and the rolling member, and between the lower member and the rolling member. A seismic isolation device characterized by comprising an elastic member for providing a restoring force for returning to a position.
【請求項6】 請求項1〜5のいずれかにおいて、 前記第1当接面と前記第2当接面とは、凹形状の球面と
され、 前記第1支持面と前記第2支持面とは、凸形状の球面と
されている、ことを特徴とする免震装置。
6. The first contact surface and the second contact surface according to claim 1, wherein the first contact surface and the second contact surface are concave spherical surfaces. Is a convex-shaped spherical surface.
【請求項7】 請求項1〜5のいずれかにおいて、 前記第1当接面と前記第2支持面とが、凹形状の球面と
され、 前記第2当接面と前記第1支持面とが、凸形状の球面と
されている、ことを特徴とする免震装置。
7. The first contact surface and the second support surface according to claim 1, wherein the first contact surface and the second support surface are concave spherical surfaces. Is a convex spherical surface.
【請求項8】 請求項1〜5のいずれかにおいて、 前記第2当接面と前記第1支持面とが、凹形状の球面と
され、 前記第2支持面と前記第1当接面とが、凸形状の球面と
されている、ことを特徴とする免震装置。
8. The device according to claim 1, wherein the second contact surface and the first support surface are concave spherical surfaces, and the second support surface and the first contact surface Is a convex spherical surface.
【請求項9】 請求項1〜5のいずれかにおいて、 前記第1当接面と前記第2当接面とが、凸形状の球面と
され、 前記第1支持面と前記第2支持面とが、凹形状の球面と
されている、ことを特徴とする免震装置。
9. The method according to claim 1, wherein the first contact surface and the second contact surface are convex spherical surfaces, and the first support surface and the second support surface Is a concave spherical surface.
JP2001273165A 2001-09-10 2001-09-10 Base isolation device Pending JP2002147529A (en)

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Application Number Priority Date Filing Date Title
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Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP28242999A Division JP3340707B2 (en) 1999-10-04 1999-10-04 Seismic isolation device

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Publication Number Publication Date
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Citations (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5262792U (en) * 1975-11-04 1977-05-09
JPS5634143U (en) * 1979-08-27 1981-04-03
JPS58210202A (en) * 1982-05-31 1983-12-07 橋本 庄市 Vibration attenuating support apparatus
JPS6051334U (en) * 1983-09-16 1985-04-11 中山 忠義 Vibration isolation device
JPS6070276A (en) * 1983-09-28 1985-04-22 秋元 将男 Earthquake-proof support apparatus
JPS6091832U (en) * 1983-11-29 1985-06-22 日本電気ホームエレクトロニクス株式会社 Vibration isolator
JPS6376159U (en) * 1986-11-07 1988-05-20
JPS6418810A (en) * 1987-07-14 1989-01-23 Tokico Ltd Quake preventing device
JPS6458733A (en) * 1987-08-28 1989-03-06 Tetsuo Kuroiwa Structure form aiming at earthquakeproofing and related device
JPH01121743U (en) * 1988-02-10 1989-08-17
JPH01244042A (en) * 1988-03-23 1989-09-28 Masao Akimoto Vibration isolator
JPH01275821A (en) * 1988-04-25 1989-11-06 Jon Wu Chuan Earthquakeproof construction method of earthquake interrupting function and structure thereof
JPH0362248U (en) * 1989-10-24 1991-06-18
JPH102375A (en) * 1996-06-13 1998-01-06 Suzuki Sogyo Co Ltd Three-dimensional vibration control device
JPH1046867A (en) * 1996-07-31 1998-02-17 Fumio Hayashi Earthquake-resisting device
JPH10159381A (en) * 1996-10-03 1998-06-16 Hitachi Kizai Kk Isolator, and isolator element having roller
JPH10205577A (en) * 1997-01-20 1998-08-04 Sanko Eng:Kk Base isolation device
JPH11148248A (en) * 1997-11-18 1999-06-02 Yokohama Rubber Co Ltd:The Base-isolating device
JPH11230261A (en) * 1998-02-17 1999-08-27 Bando Chem Ind Ltd Base isolation device

Patent Citations (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5262792U (en) * 1975-11-04 1977-05-09
JPS5634143U (en) * 1979-08-27 1981-04-03
JPS58210202A (en) * 1982-05-31 1983-12-07 橋本 庄市 Vibration attenuating support apparatus
JPS6051334U (en) * 1983-09-16 1985-04-11 中山 忠義 Vibration isolation device
JPS6070276A (en) * 1983-09-28 1985-04-22 秋元 将男 Earthquake-proof support apparatus
JPS6091832U (en) * 1983-11-29 1985-06-22 日本電気ホームエレクトロニクス株式会社 Vibration isolator
JPS6376159U (en) * 1986-11-07 1988-05-20
JPS6418810A (en) * 1987-07-14 1989-01-23 Tokico Ltd Quake preventing device
JPS6458733A (en) * 1987-08-28 1989-03-06 Tetsuo Kuroiwa Structure form aiming at earthquakeproofing and related device
JPH01121743U (en) * 1988-02-10 1989-08-17
JPH01244042A (en) * 1988-03-23 1989-09-28 Masao Akimoto Vibration isolator
JPH01275821A (en) * 1988-04-25 1989-11-06 Jon Wu Chuan Earthquakeproof construction method of earthquake interrupting function and structure thereof
JPH0362248U (en) * 1989-10-24 1991-06-18
JPH102375A (en) * 1996-06-13 1998-01-06 Suzuki Sogyo Co Ltd Three-dimensional vibration control device
JPH1046867A (en) * 1996-07-31 1998-02-17 Fumio Hayashi Earthquake-resisting device
JPH10159381A (en) * 1996-10-03 1998-06-16 Hitachi Kizai Kk Isolator, and isolator element having roller
JPH10205577A (en) * 1997-01-20 1998-08-04 Sanko Eng:Kk Base isolation device
JPH11148248A (en) * 1997-11-18 1999-06-02 Yokohama Rubber Co Ltd:The Base-isolating device
JPH11230261A (en) * 1998-02-17 1999-08-27 Bando Chem Ind Ltd Base isolation device

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