JPH10311161A - Damping device in base isolated building - Google Patents

Damping device in base isolated building

Info

Publication number
JPH10311161A
JPH10311161A JP12217497A JP12217497A JPH10311161A JP H10311161 A JPH10311161 A JP H10311161A JP 12217497 A JP12217497 A JP 12217497A JP 12217497 A JP12217497 A JP 12217497A JP H10311161 A JPH10311161 A JP H10311161A
Authority
JP
Japan
Prior art keywords
base
displacement
isolated building
building
damper
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.)
Withdrawn
Application number
JP12217497A
Other languages
Japanese (ja)
Inventor
Kunio Aoto
邦夫 青砥
Yoshikatsu Miura
義勝 三浦
Kenichi Yano
憲一 箭野
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP12217497A priority Critical patent/JPH10311161A/en
Publication of JPH10311161A publication Critical patent/JPH10311161A/en
Withdrawn legal-status Critical Current

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  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

PROBLEM TO BE SOLVED: To make it possible easily correspond to displacement in every direction even in the case there is a limit to a position for installing a damper in a base isolated building and to enable two dampers to correspond to the displacement in every direction of the base isolated building. SOLUTION: An oil damper 4 is installed on a footing surface 2 below a ground sill 1a of a base isolated building 1 borne on a base isolation device, one end of a wire rope 5 is connected to the ground sill 1a, and the other end is connected to the front end of a rod of the oil damper 4. One end of the wire rope 5 is connected to a joint hardware 6 mounted to the lower part of the ground sill so that it is capable of following the displacement in every direction of the building, the middle part of the wire rope 5 is inserted in a displacement conversion hardware 7 installed on the footing surface of the vibration isolation device and capable of converting the displacement in every direction of the base isolated building into the displacement in one direction and is borne thereon.

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、免震装置により支
持された免震建物の地震や風等による変位を制御するオ
イルダンパー等による減衰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 damping device using an oil damper or the like for controlling a displacement of a base-isolated building supported by a seismic isolation device due to an earthquake or wind.

【0002】[0002]

【従来の技術】図3に示すように、免震建物1において
は、建物の土台1aと基礎面2との間に配設した積層ゴ
ム等の免震装置3により建物を支持し、ダンパー4によ
り免震建物1の変位を制御している。ダンパー4にはオ
イルダンパーを使用することが多く、このオイルダンパ
ーを設置する場合、従来は、オイルダンパー4を免震建
物1の土台1aに直接取付けていた。即ち、オイルダン
パー4のシリンダ本体4aの基部を、基礎面2上に取付
けた取付ブラケット50に接続し、オイルダンパー4の
ピストンロッド4bの先端を土台1aの下面に取付けた
接続ブラケット51に接続していた。
2. Description of the Related Art As shown in FIG. 3, in a seismic isolation building 1, a building is supported by a seismic isolation device 3 such as laminated rubber disposed between a base 1a of the building and a base surface 2, and a damper 4 is provided. Controls the displacement of the base-isolated building 1. In many cases, an oil damper is used for the damper 4, and when the oil damper is installed, the oil damper 4 is conventionally directly attached to the base 1 a of the base-isolated building 1. That is, the base of the cylinder body 4a of the oil damper 4 is connected to a mounting bracket 50 mounted on the base surface 2, and the tip of the piston rod 4b of the oil damper 4 is connected to a connection bracket 51 mounted on the lower surface of the base 1a. I was

【0003】[0003]

【発明が解決しようとする課題】しかしながら、前述の
ようなオイルダンパーを直接免震建物に取付ける方法で
は、配置位置に制限がある場合、対応できない問題があ
った。また、オイルダンパーは方向性があるため、免震
建物の変位の方向に応じて複数台設置しなければなら
ず、設置スペースをとり、設備費も高くなるなどの問題
があった。
However, the method of directly mounting the oil damper on the seismic isolation building as described above has a problem that it cannot cope with a case where the arrangement position is limited. In addition, since the oil dampers are directional, a plurality of oil dampers must be installed in accordance with the direction of displacement of the seismic isolation building, which takes up installation space and increases equipment costs.

【0004】本発明は、このような問題点を解消すべく
なされたもので、その目的は、ダンパーの設置位置に制
限がある場合にも、容易に対応することができ、さらに
免震建物のあらゆる方向の変位に対して2台のダンパー
で対応することができる免震建物における減衰装置を提
供することにある。
The present invention has been made in order to solve such a problem, and an object thereof is to easily cope with a case where the installation position of a damper is limited. An object of the present invention is to provide a damping device for a base-isolated building that can respond to displacements in all directions with two dampers.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するた
め、本発明では、免震装置により支持された免震建物の
土台の下方における基礎面にダンパー(オイルダンパー
等の流体ダンパーや、鉛ダンパー等の塑性ダンパーな
ど)を設置し、ワイヤロープの一端を前記土台に接続
し、ワイヤロープの他端を前記ダンパーのロッド先端に
接続してなることを特徴とし、免震建物と基礎面との間
の空いているスペースにダンパーを配置し、このダンパ
ーと免震建物の土台の所定位置とをワイヤロープで接続
することにより、ダンパーの設置位置に制限がある場合
にも、容易に対応できるようにしたものである。
In order to achieve the above object, according to the present invention, a damper (a fluid damper such as an oil damper, a lead damper, etc.) is provided on a foundation surface below a base of a base-isolated building supported by a base-isolation device. Plastic damper, etc.), one end of the wire rope is connected to the base, and the other end of the wire rope is connected to the rod end of the damper. By placing a damper in the empty space between the damper and a predetermined position on the base of the seismic isolation building with a wire rope, it is possible to easily cope with the case where the installation position of the damper is limited. It was made.

【0006】さらに、ワイヤロープの一端を、土台の下
部に取付けた接続部材に免震建物の全方位の変位に対し
て追従可能に接続し、ワイヤロープの中間部を、免震建
物の基礎面に設置されて免震建物の全方位の変位を一方
向の変位に変換可能な変位変換部材に挿通支持させてな
ることを特徴とし、接続部材に一端を接続したワイヤロ
ープを変位変換部材を通してダンパーに接続することに
より、免震建物のあらゆる方向の変位に対して2台のダ
ンパーで対応できるようにしたものである。
Further, one end of the wire rope is connected to a connecting member attached to a lower portion of the base so as to follow the omnidirectional displacement of the seismic isolation building, and an intermediate portion of the wire rope is connected to the base surface of the seismic isolation building. Is installed in the seismic isolation building and inserted into and supported by a displacement conversion member that can convert the omnidirectional displacement of the building into a unidirectional displacement, and a wire rope with one end connected to the connection member is damped through the displacement conversion member. In this way, two dampers can cope with displacements of the seismic isolation building in all directions.

【0007】[0007]

【発明の実施の形態】以下、本発明を図示する一実施例
に基づいて説明する。図1に本発明の免震建物における
減衰装置の詳細を示し、図2に本発明の減衰装置が設置
された免震建物の全体を示す。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to an embodiment shown in the drawings. FIG. 1 shows details of the damping device in the seismic isolation building of the present invention, and FIG. 2 shows an entire seismic isolated building in which the damping device of the present invention is installed.

【0008】図2に示すように、免震建物1は、従来と
同様に、積層ゴム等の免震装置3により支持されてお
り、このような免震建物1の土台1aと基礎面2との間
に、本発明の減衰装置が設置される。この減衰装置は、
オイルダンパー4と、ワイヤロープ5と、接続金物6
と、変位変換金物7、取付ブラケット8などから構成さ
れている。
As shown in FIG. 2, the base-isolated building 1 is supported by a base-isolating device 3 such as a laminated rubber in the same manner as in the prior art. In between, the damping device of the present invention is installed. This damping device
Oil damper 4, wire rope 5, connection hardware 6
And a displacement conversion metal fitting 7, a mounting bracket 8, and the like.

【0009】図1に示すように、オイルダンパー4は基
礎面2の上に水平に配設されており、そのシリンダ本体
4aの基部が、基礎面2にアンカー9により固定された
取付ブラケット8にピン10を介して取付けられてい
る。ワイヤロープ5は、一端が免震建物1の土台1aに
対して接続金物6を介して接続され、変位変換金物7の
内部を通した後、他端がオイルダンパー4のピストンロ
ッド4bの先端に接続される。
As shown in FIG. 1, the oil damper 4 is disposed horizontally on the base surface 2, and the base of the cylinder body 4 a is attached to a mounting bracket 8 fixed to the base surface 2 by an anchor 9. It is attached via a pin 10. One end of the wire rope 5 is connected to the base 1 a of the base-isolated building 1 via the connection hardware 6, passes through the inside of the displacement conversion hardware 7, and the other end is connected to the tip of the piston rod 4 b of the oil damper 4. Connected.

【0010】接続金物6は、そのフランジ部分が土台1
aの下面にボルト11により固定され、内部に上部係止
孔6aと下部挿通孔6bが形成されている。上部係止孔
6aは、ワイヤロープ5の一端に設けられた球状等の係
止具5aを係止する孔であり、係止具5aに対応した底
部を有する逆円錐形に形成されている。下部挿通孔6b
は下に向かって滑らかな凹で広がるすり鉢状の孔であ
り、ワイヤロープが挿通される。このような形状の上部
係止孔6aと下部挿通孔6bにより、免震建物1が東西
南北のあらゆる方向に変位しても、ワイヤロープ5の接
続部分が接続金物6に対して円滑に追従することができ
る。
[0010] The connection hardware 6 has a flange 1
a is fixed to the lower surface of a by bolts 11, and an upper locking hole 6a and a lower insertion hole 6b are formed therein. The upper locking hole 6a is a hole for locking a locking member 5a such as a sphere provided at one end of the wire rope 5, and is formed in an inverted conical shape having a bottom corresponding to the locking member 5a. Lower insertion hole 6b
Is a mortar-shaped hole that spreads out downward in a smooth concave shape, through which a wire rope is inserted. Due to the upper locking hole 6a and the lower insertion hole 6b having such a shape, even if the base-isolated building 1 is displaced in all directions, east, west, north and south, the connection portion of the wire rope 5 smoothly follows the connection hardware 6. be able to.

【0011】変位変換金物7は、待機時(停止時)にお
ける接続金物6の真下に配置され、基礎面2にアンカー
ボルト12により固定され、内部には上部挿通孔7aお
よび下部挿通孔7bが形成されている。この上部挿通孔
7aは上に向かって滑らかな凹で広がるすり鉢状の孔で
あり、下部挿通孔7bは上部挿通孔7aの下部からオイ
ルダンパー4に向かう側面視で半円状の孔である。この
ような上部挿通孔7aおよび下部挿通孔7bにより、免
震建物1が東西南北のあらゆる方向に変位しても、変位
をオイルダンパー4に円滑に伝達することができる。
The displacement conversion metal member 7 is disposed immediately below the connection metal member 6 at the time of standby (at the time of stop), is fixed to the base surface 2 by the anchor bolt 12, and has an upper insertion hole 7a and a lower insertion hole 7b formed therein. Have been. The upper insertion hole 7a is a mortar-shaped hole that spreads upward in a smooth concave shape, and the lower insertion hole 7b is a semicircular hole from the lower portion of the upper insertion hole 7a toward the oil damper 4 in a side view. With such an upper insertion hole 7a and a lower insertion hole 7b, even if the seismic isolation building 1 is displaced in all directions of north, south, east and west, the displacement can be smoothly transmitted to the oil damper 4.

【0012】以上のような構成において、免震建物1の
土台1aの下の空いているスペースに、接続金物6・変
位変換金物7と、オイルダンパー4とをそれぞれ配置
し、適当な長さのワイヤロープ5を選択し、このワイヤ
ロープ5を接続金物6・変位変換金物7に取付けてお
き、設置後にワイヤロープ5の他端の接続具5bをオイ
ルダンパー4のピストンロッド4bの先端にピン等を介
して連結する。
In the above-described configuration, the connecting hardware 6, the displacement converting hardware 7, and the oil damper 4 are arranged in an empty space below the base 1a of the base-isolated building 1, respectively. The wire rope 5 is selected, and the wire rope 5 is attached to the connection hardware 6 and the displacement conversion hardware 7. After installation, the connection tool 5 b at the other end of the wire rope 5 is attached to the tip of the piston rod 4 b of the oil damper 4 by a pin or the like. Connect through.

【0013】免震建物1が地震や風などにより変位する
と、ワイヤロープ5を介してオイルダンパー4のピスト
ンロッド4bが引き出され、粘性減衰により減衰が行わ
れる。免震建物1が東西南北のあらゆる方向に変位して
も、接続金物6・変位変換金物7により、オイルダンパ
ー4の方向性に関係なく、免震建物1の変位を制御する
ことができる。
When the base-isolated building 1 is displaced by an earthquake, wind, or the like, the piston rod 4b of the oil damper 4 is pulled out via the wire rope 5, and the damping is performed by viscous damping. Even if the base-isolated building 1 is displaced in all directions, north, south, east, west, the displacement of the base-isolated building 1 can be controlled by the connection hardware 6 and the displacement conversion hardware 7 irrespective of the direction of the oil damper 4.

【0014】なお、以上は、オイルダンパーについて示
したが、これに限らず、その他のダンパーにも本発明を
適用できることはいうまでもない。
In the above, the oil damper has been described. However, the present invention is not limited to this, and it goes without saying that the present invention can be applied to other dampers.

【0015】[0015]

【発明の効果】本発明の免震建物における減衰装置は、
以上のような構成からなるので、次のような効果を得る
ことができる。
According to the present invention, the damping device for a base-isolated building is:
With the above configuration, the following effects can be obtained.

【0016】(1) 免震建物の土台とダンパーをワイヤロ
ープを介して接続するようにしたため、空いてるスペー
スにダンパーを設置してワイヤロープで土台に接続する
ことで、ダンパーの設置位置に制限がある場合にも、容
易に対応することができる。
(1) Since the base of the base-isolated building and the damper are connected via a wire rope, the damper is installed in an empty space and connected to the base with the wire rope, thereby limiting the installation position of the damper. If there is, it can be easily handled.

【0017】(2) 免震建物の土台に取付けた接続部材に
一端を接続したワイヤロープを変位変換金物に通した後
にダンパーに接続するようにしたたため、ダンパーの方
向性に関係なく、免震建物の変位を制御することがで
き、免震建物のあらゆる方向の変位に対して2台のダン
パーで対応することができる。これにより、設置スペー
スを削減し、設備コストを低減することが可能となる。
(2) Since a wire rope, one end of which is connected to a connecting member attached to the base of the base-isolated building, is passed through the displacement conversion hardware and then connected to the damper, the base is seismically isolated regardless of the direction of the damper. The displacement of the building can be controlled, and two dampers can cope with the displacement of the seismic isolation building in all directions. As a result, it is possible to reduce the installation space and the equipment cost.

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

【図1】本発明の免震建物における減衰装置の一実施例
を示す断面図である。
FIG. 1 is a sectional view showing an embodiment of a damping device in a base-isolated building according to the present invention.

【図2】本発明の減衰装置が適用される免震建物の一例
を示す正面図である。
FIG. 2 is a front view showing an example of a base-isolated building to which the damping device of the present invention is applied.

【図3】従来の減衰装置を取付けた免震建物を示す正面
図である。
FIG. 3 is a front view showing a base-isolated building to which a conventional damping device is attached.

【符号の説明】[Explanation of symbols]

1……免震建物 1a…土台 2……基礎面 3……免震装置 4……ダンパー(オイルダンパー) 4a…シリンダ本体 4b…ピストンロッド 5……ワイヤロープ 5a…係止具 5b…接続具 6……接続金物 6a…上部係止孔 6b…下部挿通孔 7…変位変換金物 7a…上部挿通孔 7b…下部挿通孔 8……取付ブラケット 9……アンカー 10……ピン 11……ボルト 12……アンカーボルト DESCRIPTION OF SYMBOLS 1 ... Seismic isolation building 1a ... Base 2 ... Foundation surface 3 ... Seismic isolation device 4 ... Damper (oil damper) 4a ... Cylinder main body 4b ... Piston rod 5 ... Wire rope 5a ... Locker 5b ... Connector 6 Connection hardware 6a Upper locking hole 6b Lower insertion hole 7 Displacement conversion metal 7a Upper insertion hole 7b Lower insertion hole 8 Mounting bracket 9 Anchor 10 Pin 11 Bolt 12 …Anchor bolt

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 免震装置により支持された免震建物の土
台の下方における基礎面にダンパーを設置し、ワイヤロ
ープの一端を前記土台に接続し、ワイヤロープの他端を
前記ダンパーのロッド先端に接続してなることを特徴と
する免震建物における減衰装置。
1. A damper is installed on a foundation surface below a base of a base-isolated building supported by a base isolation device, one end of a wire rope is connected to the base, and the other end of the wire rope is connected to a rod end of the damper. A damping device for a base-isolated building, wherein the damping device is connected to a building.
【請求項2】 請求項1に記載の減衰装置において、ワ
イヤロープの一端を、土台の下部に取付けた接続部材に
免震建物の全方位の変位に対して追従可能に接続し、ワ
イヤロープの中間部を、免震建物の基礎面に設置されて
免震建物の全方位の変位を一方向の変位に変換可能な変
位変換部材に挿通支持させてなることを特徴とする免震
建物における減衰装置。
2. The damping device according to claim 1, wherein one end of the wire rope is connected to a connecting member attached to a lower portion of the base so as to be able to follow an omnidirectional displacement of the base-isolated building. Damping in a base-isolated building, characterized in that the middle part is inserted and supported by a displacement conversion member installed on the base surface of the base-isolated building and capable of converting omnidirectional displacement of the base-isolated building into one-way displacement apparatus.
JP12217497A 1997-05-13 1997-05-13 Damping device in base isolated building Withdrawn JPH10311161A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12217497A JPH10311161A (en) 1997-05-13 1997-05-13 Damping device in base isolated building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12217497A JPH10311161A (en) 1997-05-13 1997-05-13 Damping device in base isolated building

Publications (1)

Publication Number Publication Date
JPH10311161A true JPH10311161A (en) 1998-11-24

Family

ID=14829412

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12217497A Withdrawn JPH10311161A (en) 1997-05-13 1997-05-13 Damping device in base isolated building

Country Status (1)

Country Link
JP (1) JPH10311161A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013044194A (en) * 2011-08-25 2013-03-04 Ichijyo Home Building Co Ltd Fail-safe device for seismic-isolated structure and seismic-isolated structure installed with the fail-safe device
JP5622130B1 (en) * 2013-10-25 2014-11-12 赳 坂井 Hanging base isolation structure
JP2016217418A (en) * 2015-05-19 2016-12-22 オイレス工業株式会社 Base isolation structure
CN114481821A (en) * 2021-12-31 2022-05-13 安徽尚德科技有限公司 Multidirectional viscous damping support

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013044194A (en) * 2011-08-25 2013-03-04 Ichijyo Home Building Co Ltd Fail-safe device for seismic-isolated structure and seismic-isolated structure installed with the fail-safe device
JP5622130B1 (en) * 2013-10-25 2014-11-12 赳 坂井 Hanging base isolation structure
JP2016217418A (en) * 2015-05-19 2016-12-22 オイレス工業株式会社 Base isolation structure
CN114481821A (en) * 2021-12-31 2022-05-13 安徽尚德科技有限公司 Multidirectional viscous damping support
CN114481821B (en) * 2021-12-31 2024-03-19 安徽尚德科技有限公司 Multidirectional viscous damping support

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