JP3041462B2 - Damper for seismic isolation device for buildings - Google Patents

Damper for seismic isolation device for buildings

Info

Publication number
JP3041462B2
JP3041462B2 JP4016840A JP1684092A JP3041462B2 JP 3041462 B2 JP3041462 B2 JP 3041462B2 JP 4016840 A JP4016840 A JP 4016840A JP 1684092 A JP1684092 A JP 1684092A JP 3041462 B2 JP3041462 B2 JP 3041462B2
Authority
JP
Japan
Prior art keywords
building
ground
plastic deformation
plastic
supports
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.)
Expired - Fee Related
Application number
JP4016840A
Other languages
Japanese (ja)
Other versions
JPH05214839A (en
Inventor
進 黒田
孝寿 菊田
好晴 清原
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.)
Nitta Corp
Original Assignee
Nitta Corp
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 Nitta Corp filed Critical Nitta Corp
Priority to JP4016840A priority Critical patent/JP3041462B2/en
Publication of JPH05214839A publication Critical patent/JPH05214839A/en
Application granted granted Critical
Publication of JP3041462B2 publication Critical patent/JP3041462B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、繰返し変形に対して
耐久性、信頼性を有する地震エネルギー等の振動を吸収
する建造物用免震装置のダンパーに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a damper for a seismic isolation device for a building which absorbs vibration such as seismic energy and has durability and reliability against repeated deformation.

【0002】[0002]

【従来の技術】建造物用免震装置のダンパーとしては、
例えば、図7に示すようなものがあり、このものは、棒
状の塑性変形体4とこの塑性変形体4を両端で支持する
建造物側受承体1及び地盤側受承体2とから構成されて
いる。塑性変形体4は、鋼製の棒体40の上端部にタイ
コ形状の慴動部41を設けて構成したもので、これの下
端部は地盤側に取付けられる地盤側受承体2に固定さ
れ、摺動部41は建造物側に取付けられる建造物側受承
体1の孔部に摺動自在に挿入されている。尚、このもの
では、地盤側受承体2を漏斗状曲面凹部に形成された変
形拘束ガイドを具備させたものとしてあり、塑性変形体
4の下端部は漏斗状曲面凹部の中央孔部に挿入される態
様で固定してある。
2. Description of the Related Art Dampers for seismic isolation devices for buildings include:
For example, there is one as shown in FIG. 7, which comprises a rod-shaped plastic deformable body 4 and a building-side receiver 1 and a ground-side receiver 2 supporting the plastic deformable body 4 at both ends. Have been. The plastically deformed body 4 is formed by providing a Tyco-shaped sliding portion 41 at the upper end of a steel rod 40, and the lower end thereof is fixed to the ground-side receiving body 2 attached to the ground. The sliding portion 41 is slidably inserted into a hole of the building-side receiver 1 attached to the building. In this example, the ground-side receiving body 2 is provided with a deformation constraint guide formed in a funnel-shaped curved concave portion, and the lower end of the plastic deformable body 4 is inserted into a central hole of the funnel-shaped curved concave portion. In a fixed manner.

【0003】したがって、上記地盤側受承体2と建造物
側受承体1とが水平方向に相対移動すべく振動した場
合、摺動部41が建造物側受承体1に対して上下動を繰
り返しながら、塑性変形体4は地盤側受承体2を漏斗状
曲面に拘束された状態で変形を繰り返すこととなる。よ
って、上記した塑性変形体4には曲率半径の小さい屈曲
は生じないものとなり、その結果、極短期間で塑性変形
体4が破壊されるようなことはない。
Therefore, when the ground-side receiver 2 and the building-side receiver 1 vibrate so as to relatively move in the horizontal direction, the sliding portion 41 moves up and down with respect to the building-side receiver 1. Is repeated, the plastic deformation body 4 repeatedly deforms while the ground-side receiving body 2 is restrained by the funnel-shaped curved surface. Therefore, the above-described plastic deformation body 4 is not bent with a small radius of curvature, and as a result, the plastic deformation body 4 is not broken in an extremely short period.

【0004】ところが、この建造物用免震装置のダンパ
ーでは、塑性変形体4に極端に小さな曲率半径の曲げは
生じないものの、塑性変形体4の固定部近傍に力が集中
することから、この部分での塑性変形体4の破壊が比較
的短期間で生じてしまう。
However, in the damper of the seismic isolation device for a building, although the plastic deformation body 4 does not bend with an extremely small radius of curvature, the force concentrates in the vicinity of the fixed portion of the plastic deformation body 4. Destruction of the plastic deformation body 4 at a portion occurs in a relatively short period of time.

【0005】[0005]

【発明が解決しようとする課題】そこで、この発明で
は、塑性変形体に作用する力が集中しないようにするこ
とにより、長期間使用できる建造物用免震装置のダンパ
ーを提供することを課題とする。
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a damper for a building seismic isolation device which can be used for a long period of time by preventing a force acting on a plastically deformed body from being concentrated. I do.

【0006】[0006]

【課題を解決するための手段】請求項1記載の建造物用
免震装置のダンパーは、地盤側基礎と建造物側基礎との
間に同一平面上で水平移動自在に取付けられた移動板
と、金属製の棒状体より構成され且つ略中央部分が前記
移動板に回動自在に取付けられた塑性変形体と、前記塑
性変形体の上端部を上下動のみ可能に支持する建造物側
受承体と、前記塑性変形体の下端部を上下動のみ可能に
支持する地盤側受承体とを有するものとしている。
According to a first aspect of the present invention, there is provided a damper for a building seismic isolation device, comprising: a movable plate mounted between a ground foundation and a building foundation so as to be horizontally movable on the same plane. A plastic deformable member formed of a metal rod and having a substantially central portion rotatably attached to the movable plate; and a building-side receiving member that supports the upper end of the plastic deformable member so that it can only move up and down. And a ground-side receiving body that supports the lower end of the plastic deformable body so that it can only move up and down.

【0007】請求項2記載の建造物用免震装置のダンパ
ーは、金属製の棒状体により構成された塑性変形体と、
前記塑性変形体の上端部を上下動のみ可能に支持する建
造物側受承体と、前記塑性変形体の下端部を上下動のみ
可能に支持する地盤側受承体と、前記建造物側受承体内
に固定配設され且つ塑性変形体の上端部に固定されたゴ
ム材と、前記地盤側受承体内に固定配設され且つ塑性変
形体の下端部に固定されたゴム材とを有するものとして
いる。
According to a second aspect of the present invention, there is provided a damper for a building seismic isolation device, comprising: a plastically deformed body formed of a metal rod;
A building-side receiver that supports the upper end of the plastic deformable body so that only vertical movement is possible, a ground-side receiver that supports the lower end of the plastic deformable body that is only movable vertically, and the building-side receiver; A rubber material fixedly disposed in the bearing and fixed to the upper end of the plastic deformation body, and a rubber material fixedly disposed in the ground-side receiving body and fixed to the lower end of the plastic deformation body And

【0008】請求項3記載の建造物用免震装置のダンパ
ーは、金属製の棒状体により構成された塑性変形体と、
前記塑性変形体の下端部を上下動のみ可能に支持する地
盤側受承体と、前記塑性変形体の上端部を上下動のみ可
能に支持する建造物側受承体と、前記建造物側受承体内
に固定配設され且つ塑性変形体の上端部を支持するバネ
と、前記地盤側受承体内に固定配設され且つ塑性変形体
の下端部を支持するバネとを有するものとしている。
According to a third aspect of the present invention, there is provided a damper for a seismic isolation device for a building, wherein the damper comprises a plastically deformed body formed of a metal rod.
A ground-side receiver that supports the lower end of the plastic deformable body so that it can only move up and down, a building-side receiver that supports the upper end of the plastic deformable body that can only move up and down, and the building-side receiver It has a spring fixedly disposed in the bearing body and supporting the upper end of the plastic deformation body, and a spring fixedly disposed in the ground-side receiving body and supporting the lower end part of the plastic deformation body.

【0009】[0009]

【作用】この発明は次のように作用する。 (請求項1記載の発明の作用)地盤側受承体と建造物側
受承体とが水平方向に相対移動すべく振動状態になる
と、移動板が水平方向に移動せしめられると共に前記移
動板に対して塑性変形体が相対回動せしめられ、塑性変
形体の上下端は建造物側受承体又は地盤側受承体に対し
てそれぞれ上下動することとなる。したがって、上記振
動状態では、塑性変形体の屈曲位置は変化することとな
り、従来の技術の欄に記載したもののように塑性変形体
に作用する力が一部に集中しないものとなる。(請求項
2記載の発明の作用)地盤側受承体と建造物側受承体と
が水平方向に相対移動すべく振動状態になると、塑性変
形体の上下端は建造物側受承体又は地盤側受承体に対し
てそれぞれゴム材の弾性復帰力に抗して上下動すること
となる。したがって、上記振動状態では、塑性変形体の
屈曲位置は変化することとなり、従来の技術の欄に記載
したもののように塑性変形体に作用する力が一部に集中
しないものとなる。 (請求項3記載の発明の作用)地盤側受承体と建造物側
受承体とが水平方向に相対移動すべく振動状態になる
と、塑性変形体の上下端は建造物側受承体又は地盤側受
承体に対してそれぞれバネの付勢力に抗して上下動する
こととなる。したがって、上記振動状態では、塑性変形
体の屈曲位置は変化することとなり、従来の技術の欄に
記載したもののように塑性変形体に作用する力が一部に
集中しないものとなる。
The present invention operates as follows. (Operation of the invention according to claim 1) When the ground-side receiver and the building-side receiver are vibrated to relatively move in the horizontal direction, the movable plate is moved in the horizontal direction and the movable plate is moved to the movable plate. On the other hand, the plastic deformation body is relatively rotated, and the upper and lower ends of the plastic deformation body move up and down with respect to the building-side receiver or the ground-side receiver, respectively. Therefore, in the above vibration state, the bending position of the plastic deformation body changes, and the force acting on the plastic deformation body does not concentrate on a part as described in the section of the related art. (Effect of the invention according to claim 2) When the ground-side receiver and the building-side receiver are vibrated to relatively move in the horizontal direction, the upper and lower ends of the plastically deformed body become the building-side receiver or It will move up and down with respect to the ground-side receiver against the elastic return force of the rubber material, respectively. Therefore, in the above vibration state, the bending position of the plastic deformation body changes, and the force acting on the plastic deformation body does not concentrate on a part as described in the section of the related art. (Effect of Claim 3) When the ground-side receiver and the building-side receiver are vibrated so as to move relative to each other in the horizontal direction, the upper and lower ends of the plastically deformed body become the building-side receiver or It will move up and down against the ground-side receiving body against the urging force of the spring. Therefore, in the above vibration state, the bending position of the plastic deformation body changes, and the force acting on the plastic deformation body does not concentrate on a part as described in the section of the related art.

【0010】[0010]

【実施例】以下、この発明の構成を実施例として示した
図面に従って説明する。 (第1実施例・・・請求項1記載の発明と対応する実施
例)この実施例の建造物用免震装置のダンパーは、図1
に示すように、建造物側基礎Aと地盤側基礎Bとの間に
同一平面上で水平移動自在に取付けられた移動板3と、
前記移動板3を前記の如く支持する台座5と、略中央部
分が前記移動板3に回動自在に取付けられた棒状の塑性
変形体4と、前記塑性変形体4の上端部を上下動のみ可
能に支持する建造物側受承体1と、前記塑性変形体4の
下端部を上下動のみ可能に支持する地盤側受承体2とを
有するものである。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a block diagram showing the configuration of an embodiment of the present invention. (First Embodiment: Embodiment Corresponding to the Invention of Claim 1) The damper of the seismic isolation device for buildings of this embodiment is shown in FIG.
As shown in the figure, a movable plate 3 mounted horizontally movable on the same plane between a building-side foundation A and a ground-side foundation B,
A pedestal 5 that supports the moving plate 3 as described above, a rod-shaped plastic deformer 4 whose substantially central portion is rotatably attached to the moving plate 3, and an upper end of the plastic deformer 4 is vertically moved only. It has a building-side receiver 1 that supports as much as possible and a ground-side receiver 2 that supports the lower end of the plastic deformation body 4 so that it can only move up and down.

【0011】建造物側受承体1は全体として鋼材により
構成されており、同図に示すように、円筒状の主体10
とこれを建造物側に取付けるための固定板11とから成
り、前記主体10の内周面にはリング状の支持具12を
固定配設してある。地盤側受承体2は、図1に示すよう
に、地盤側に取付けるための固定板21は台座5のそれ
と兼用しており、その他の主体20と支持具22につい
ては上記建造物側受承体1の主体10と支持具12と同
様の構成としてある。
The building-side receiving body 1 is made of a steel material as a whole, and has a cylindrical main body 10 as shown in FIG.
And a fixing plate 11 for attaching this to the building side. A ring-shaped support 12 is fixedly provided on the inner peripheral surface of the main body 10. As shown in FIG. 1, the ground-side receiving body 2 has a fixing plate 21 for mounting on the ground side also serving as that of the pedestal 5, and the other main body 20 and the support tool 22 have the above-mentioned building-side receiving body 2. It has the same configuration as the main body 10 and the support 12 of the body 1.

【0012】尚、上記した支持具12,22はその内周
部をR状に形成してあり、これにより、塑性変形体4の
曲げ半径が小さなものとならないようにしてある。移動
板3は、同図に示すように、板状体30とこれの中央部
に設けられた回動体31とから構成されており、前記回
動体31には塑性変形体4を挿入するための孔32を有
するものとしてある。
The above-mentioned supports 12 and 22 have an inner peripheral portion formed in an R-shape, so that the bending radius of the plastic deformation body 4 is not reduced. The moving plate 3 is composed of a plate 30 and a rotating body 31 provided at the center of the plate 30, as shown in FIG. It has a hole 32.

【0013】塑性変形体4は、鋼棒により構成されてい
ると共に支持具12,22の内径に略一致する外径に設
定してあり、組立状態においては、図1に示すように、
上端部は支持具12により、下端部は支持具22によ
り、それぞれ上下動自在に支持されている。尚、ダンパ
ー機能は、この鋼棒により構成された塑性変形体4の塑
性変形域の変形によりなされる。
The plastically deformed body 4 is made of a steel rod and has an outer diameter substantially matching the inner diameter of the supports 12, 22. In the assembled state, as shown in FIG.
The upper end is supported by the support 12 and the lower end is supported by the support 22 so as to be vertically movable. Note that the damper function is performed by the deformation of the plastic deformation region of the plastic deformation body 4 constituted by the steel rod.

【0014】台座5は、同図に示すように、移動板3を
取付けるための支持部51と、この支持部51を支える
ための脚部50とを有するもので、前記支持部51は移
動板3を上下から挟込む態様で摺動自在に支持する構成
としてある。この建造物用免震装置のダンパーは上記の
ように構成してあるから、地盤側受承体2と建造物側受
承体1とが水平方向に相対移動すべく振動状態になる
と、以下のように作用する。即ち、上記状態になると、
図2に示すように、移動板3が支持部51に対して水平
方向に摺動せしめられると共に塑性変形体4が回動体3
1を介して前記移動板3に対して相対回動せしめられ、
塑性変形体4の上下端は建造物側受承体1又は地盤側受
承体2に対してそれぞれ上下動することとなる(図2の
二点鎖線から実線に示す如く、塑性変形体4の上端は引
下げられ、その下端は引上げられる)。したがって、上
記状態では、建造物側受承体1又は地盤側受承体2が支
持する塑性変形体4の位置(屈曲位置)は変化すること
となり、従来の技術の欄に記載したもののように塑性変
形体4に作用する力が一部に集中しないものとなる。
As shown in FIG. 1, the pedestal 5 has a supporting portion 51 for attaching the moving plate 3 and legs 50 for supporting the supporting portion 51. 3 is configured to be slidably supported by being sandwiched from above and below. Since the damper of this building seismic isolation device is configured as described above, when the ground-side receiver 2 and the building-side receiver 1 are vibrated to relatively move in the horizontal direction, the following occurs. Act like so. That is, in the above state,
As shown in FIG. 2, the movable plate 3 is slid in the horizontal direction with respect to the support portion 51, and the plastic deformation body 4 is
1 to rotate relative to the moving plate 3;
The upper and lower ends of the plastic deformable body 4 move up and down with respect to the building-side receiver 1 or the ground-side receiver 2, respectively (as indicated by the solid line from the two-dot chain line in FIG. 2). The upper end is lowered and its lower end is raised). Therefore, in the above state, the position (bending position) of the plastic deformation body 4 supported by the building-side receiver 1 or the ground-side receiver 2 changes, as in the description of the related art. The force acting on the plastic deformation body 4 does not concentrate on a part.

【0015】したがって、この建造物用免震装置のダン
パーは従来の技術の欄に記載したもののように塑性変形
体4に作用する力が一部に集中しないものとなるから、
長期間使用できることとなる。 (第2実施例・・・請求項2記載の発明と対応する実施
例)この実施例の建造物用免震装置のダンパーは、図3
に示すように、棒状の塑性変形体4と、前記塑性変形体
4の上端部を上下動のみ可能に支持する建造物側受承体
1と、前記塑性変形体4の下端部を上下動のみ可能に支
持する地盤側受承体2と、前記建造物側受承体1内に固
定配設され且つ塑性変形体4の上端部に固定されたゴム
材19と、前記地盤側受承体2内に固定配設され且つ塑
性変形体4の下端部に固定されたゴム材29とを有する
ものとしている。
Therefore, in the damper of the seismic isolation device for a building, the force acting on the plastically deformable body 4 does not concentrate on a part as described in the section of the prior art.
It can be used for a long time. (Second Embodiment: Embodiment Corresponding to the Invention of Claim 2) The damper of the seismic isolation device for buildings of this embodiment is shown in FIG.
As shown in the figure, a rod-shaped plastic deformable body 4, a building-side receiver 1 that supports the upper end of the plastic deformable body 4 so as to be able to move only vertically, and a lower end of the plastic deformable body 4 that only moves vertically. A ground-side receiving body 2 that supports as much as possible, a rubber material 19 fixedly disposed in the building-side receiving body 1 and fixed to an upper end of the plastic deformation body 4, and the ground-side receiving body 2. And a rubber member 29 fixed at the lower end of the plastic deformation body 4.

【0016】塑性変形体4は、同図に示すように、上記
第1実施例のものと同様の構成としてある。建造物側受
承体1は全体として鋼材により構成されており、図3に
示すように、円筒状の主体10とこれを建造物側に取付
けるための固定板11とから成り、前記主体10の内周
面にはリング状の支持具12を固定配設してある。
As shown in the figure, the plastic deformation member 4 has the same structure as that of the first embodiment. The building-side receiving body 1 is made of steel as a whole, and as shown in FIG. 3, comprises a cylindrical main body 10 and a fixing plate 11 for attaching the main body 10 to the building side. A ring-shaped support 12 is fixedly provided on the inner peripheral surface.

【0017】地盤側受承体2は、同図に示すように、前
記建造物側受承体1と同様の構成としてある。ゴム材1
9,29は、図3に示すように、厚肉のリング状に形成
されており、塑性変形体4との固着は、前記塑性変形体
4を中央孔部に挿入する態様でされているものとしてい
る。
The ground-side receiver 2 has the same configuration as the building-side receiver 1 as shown in FIG. Rubber material 1
3, 9 and 29 are formed in a thick ring shape, and are fixed to the plastic deformation body 4 by inserting the plastic deformation body 4 into the central hole. And

【0018】この建造物用免震装置のダンパーは上記の
ように構成してあるから、地盤側受承体2と建造物側受
承体1とが水平方向に相対移動すべく振動状態になる
と、塑性変形体4の上下端は建造物側受承体1又は地盤
側受承体2に対してそれぞれゴム材19,29の弾性復
帰力に抗して上下動することとなる(図4の二点鎖線か
ら実線に示す如く、塑性変形体4の上端は引下げられ、
その下端は引上げられる)。したがって、上記状態で
は、建造物側受承体1又は地盤側受承体2が支持する塑
性変形体4の位置(屈曲位置)は変化することとなり、
従来の技術の欄に記載したもののように塑性変形体4に
作用する力が一部に集中しないものとなる。 (第3実施例・・・請求項3記載の発明と対応する実施
例)この実施例の建造物用免震装置のダンパーは、図5
及び図6に示すように、上記した第2実施例のゴム材1
9,29にかえて引張バネS,Sを採用している。
Since the damper of the building seismic isolation device is constructed as described above, when the ground-side receiver 2 and the building-side receiver 1 are vibrated to relatively move in the horizontal direction. The upper and lower ends of the plastically deformable body 4 move up and down with respect to the building-side receiver 1 or the ground-side receiver 2 against the elastic restoring force of the rubber members 19 and 29, respectively (FIG. 4). As indicated by the solid line from the two-dot chain line, the upper end of the plastic deformation body 4 is pulled down,
Its lower end is pulled up). Therefore, in the above state, the position (bending position) of the plastic deformation body 4 supported by the building-side receiver 1 or the ground-side receiver 2 changes,
The force acting on the plastically deformable body 4 does not concentrate on a part as described in the section of the prior art. (Third Embodiment: Embodiment Corresponding to the Invention of Claim 3) The damper of the seismic isolation device for buildings of this embodiment is shown in FIG.
As shown in FIG. 6 and FIG.
Tensile springs S, S are used instead of 9, 29.

【0019】したがって、地盤側受承体2と建造物側受
承体1とが水平方向に相対移動すべく振動状態になる
と、塑性変形体4の上下端は建造物側受承体1又は地盤
側受承体2に対してそれぞれ引張バネSの付勢力に抗し
て上下動することとなり、第2実施例のものとほぼ同様
の作用を有する。尚、上記実施例では、塑性変形体4を
鋼棒により構成したが、これに限定されることなく、黄
銅製の棒体により構成してもよいし、また、一定の応力
を有する金属材料であれば全て採用することができる。
Therefore, when the ground-side receiving body 2 and the building-side receiving body 1 are vibrated to relatively move in the horizontal direction, the upper and lower ends of the plastic deformation body 4 are connected to the building-side receiving body 1 or the ground. Each of the side receiving members 2 moves up and down against the biasing force of the tension spring S, and has substantially the same operation as that of the second embodiment. In the above-described embodiment, the plastic deformable body 4 is constituted by a steel rod. However, the present invention is not limited to this. The plastic deformable body 4 may be constituted by a brass rod, or a metal material having a constant stress. If you can, all can be adopted.

【0020】又、上記実施例では、塑性変形体4を一本
の金属棒により構成したが、これに限定されず、例え
ば、複数の細い金属棒により構成してもよいし、更に
は、これの外周部に保護層を施した構成としてもよい。
Further, in the above embodiment, the plastic deformation body 4 is constituted by one metal rod, but the invention is not limited to this. For example, the plastic deformation body 4 may be constituted by a plurality of thin metal rods. May be provided with a protective layer on the outer peripheral portion.

【0021】[0021]

【発明の効果】この発明は上記のような構成であるか
ら、次の効果を有する。建造物側受承体又は地盤側受承
体が支持する塑性変形体位置は変化することとなり、従
来の技術の欄に記載したもののように塑性変形体に作用
する力が一部に集中しないものとなるから、長期間使用
できる建造物用免震装置のダンパーを提供できた。
Since the present invention has the above-described configuration, it has the following effects. The position of the plastic deformable body supported by the building-side receiver or the ground-side receiver will change, and the force acting on the plastic deformable body is not concentrated in a part as described in the section of the prior art. Therefore, a damper of a building seismic isolation device that can be used for a long time can be provided.

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

【図1】この発明の第1実施例の建造物用免震装置のダ
ンパーの断面図。
FIG. 1 is a cross-sectional view of a damper of a building seismic isolation device according to a first embodiment of the present invention.

【図2】図1に示したダンパーを構成する地盤側受承体
と建造物側受承体とが水平方向に相対移動した状態を示
した図。
FIG. 2 is a view showing a state in which a ground-side receiver and a building-side receiver constituting the damper shown in FIG. 1 have relatively moved in the horizontal direction.

【図3】この発明の第2実施例の建造物用免震装置のダ
ンパーの断面図。
FIG. 3 is a sectional view of a damper of a building seismic isolation device according to a second embodiment of the present invention.

【図4】図3に示したダンパーを構成する地盤側受承体
と建造物側受承体とが水平方向に相対移動した状態を示
した図。
FIG. 4 is a view showing a state in which a ground-side receiver and a building-side receiver constituting the damper shown in FIG. 3 have relatively moved in the horizontal direction.

【図5】この発明の第3実施例の建造物用免震装置のダ
ンパーの断面図。
FIG. 5 is a sectional view of a damper of a building seismic isolation device according to a third embodiment of the present invention.

【図6】図5に示したダンパーの要部断面図。FIG. 6 is a sectional view of a principal part of the damper shown in FIG. 5;

【図7】従来の建造物用免震装置のダンパーの断面図。FIG. 7 is a sectional view of a damper of a conventional building seismic isolation device.

【符号の説明】[Explanation of symbols]

A 建造物側基礎 B 地盤側基礎 S 引張バネ 1 建造物側受承体 2 地盤側受承体 3 移動板 4 塑性変形体 19 ゴム材 29 ゴム材 Reference Signs List A Building-side foundation B Ground-side foundation S Extension spring 1 Building-side receiver 2 Ground-side receiver 3 Moving plate 4 Plastically deformed body 19 Rubber material 29 Rubber material

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E04H 9/02 F16F 7/12 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 7 , DB name) E04H 9/02 F16F 7/12

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 地盤側基礎と建造物側基礎との間に同一
平面上で水平移動自在に取付けられた移動板と、金属製
の棒状体より構成され且つ略中央部分が前記移動板に回
動自在に取付けられた塑性変形体と、前記塑性変形体の
上端部を上下動のみ可能に支持する建造物側受承体と、
前記塑性変形体の下端部を上下動のみ可能に支持する地
盤側受承体とを有する建造物用免震装置のダンパー。
1. A moving plate which is mounted between a ground-side foundation and a building-side foundation so as to be horizontally movable on the same plane, and a metal rod-like body, and a substantially central portion of the moving plate is turned around the moving plate. A plastic deformation body movably mounted, and a building-side receiving body that supports the upper end of the plastic deformation body so that it can only move up and down,
A damper for a seismic isolation device for a building, comprising: a ground-side receiver that supports a lower end of the plastic deformable body so as to be able to move only vertically.
【請求項2】 金属製の棒状体により構成された塑性変
形体と、前記塑性変形体の上端部を上下動のみ可能に支
持する建造物側受承体と、前記塑性変形体の下端部を上
下動のみ可能に支持する地盤側受承体と、前記建造物側
受承体内に固定配設され且つ塑性変形体の上端部に固定
されたゴム材と、前記地盤側受承体内に固定配設され且
つ塑性変形体の下端部に固定されたゴム材とを有する建
造物用免震装置のダンパー。
2. A plastic deformable body made of a metal rod, a building-side receiving body that supports the upper end of the plastic deformable body so that it can only move up and down, and a lower end of the plastic deformable body. A ground-side receiving body that supports only vertical movement, a rubber material fixedly disposed in the building-side receiving body and fixed to an upper end of a plastic deformation body, and fixedly disposed in the ground-side receiving body; And a rubber material fixed to a lower end of the plastic deformation body.
【請求項3】 金属製の棒状体により構成された塑性変
形体と、前記塑性変形体の下端部を上下動のみ可能に支
持する地盤側受承体と、前記塑性変形体の上端部を上下
動のみ可能に支持する建造物側受承体と、前記建造物側
受承体内に固定配設され且つ塑性変形体の上端部を支持
するバネと、前記地盤側受承体内に固定配設され且つ塑
性変形体の下端部を支持するバネとを有する建造物用免
震装置のダンパー。
3. A plastically deformable body constituted by a metal rod, a ground-side receiver for supporting a lower end of the plastically deformable body so as to be able to move only vertically, and an upper end of the plastically deformable body being vertically moved. A building-side receiving body that supports only movement, a spring that is fixedly disposed in the building-side receiving body and supports an upper end of the plastic deformation body, and that is fixedly disposed in the ground-side receiving body. And a spring for supporting a lower end of the plastic deformation body.
JP4016840A 1992-01-31 1992-01-31 Damper for seismic isolation device for buildings Expired - Fee Related JP3041462B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4016840A JP3041462B2 (en) 1992-01-31 1992-01-31 Damper for seismic isolation device for buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4016840A JP3041462B2 (en) 1992-01-31 1992-01-31 Damper for seismic isolation device for buildings

Publications (2)

Publication Number Publication Date
JPH05214839A JPH05214839A (en) 1993-08-24
JP3041462B2 true JP3041462B2 (en) 2000-05-15

Family

ID=11927407

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4016840A Expired - Fee Related JP3041462B2 (en) 1992-01-31 1992-01-31 Damper for seismic isolation device for buildings

Country Status (1)

Country Link
JP (1) JP3041462B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6475051B2 (en) * 2015-03-24 2019-02-27 株式会社Subaru Energy absorbing structure
CN110080091B (en) * 2019-06-12 2023-10-24 重庆三峡学院 Composite energy dissipation device of bridge structure

Also Published As

Publication number Publication date
JPH05214839A (en) 1993-08-24

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