JPH0220741A - Horizontal deformation limiter for earthquake-proof structure - Google Patents

Horizontal deformation limiter for earthquake-proof structure

Info

Publication number
JPH0220741A
JPH0220741A JP16813788A JP16813788A JPH0220741A JP H0220741 A JPH0220741 A JP H0220741A JP 16813788 A JP16813788 A JP 16813788A JP 16813788 A JP16813788 A JP 16813788A JP H0220741 A JPH0220741 A JP H0220741A
Authority
JP
Japan
Prior art keywords
seismic isolation
ring plate
superstructure
locked
engaged 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.)
Granted
Application number
JP16813788A
Other languages
Japanese (ja)
Other versions
JPH0635765B2 (en
Inventor
Mitsuo Miyazaki
光生 宮崎
Fumiaki Arima
文昭 有馬
Yuuji Kousaka
光阪 勇治
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.)
Sumitomo Construction Co Ltd
Original Assignee
Sumitomo Construction 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 Sumitomo Construction Co Ltd filed Critical Sumitomo Construction Co Ltd
Priority to JP16813788A priority Critical patent/JPH0635765B2/en
Publication of JPH0220741A publication Critical patent/JPH0220741A/en
Publication of JPH0635765B2 publication Critical patent/JPH0635765B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To secure such a device that makes a building function as an earthquake-proof structure normally in any case by setting up an arresting member locked to a substructure in an outer circumferential part of an engaged member locked to a superstructure. CONSTITUTION:A device A consists of an engaged member 1 being locked to the underside of a superstructure B1 and an arresting member 2 being locked to a substructure B2 and consisting of a ring plate 2a and an elastic body 2b. The arresting member 2 is made up of sticking the elastic body 2b to the ring plate 2a and stacking both alternately, and it is set up in an outer circumferential part of the engaged member 1 at a required distance in a gap with that. This arresting member 2 receives the engaged member 1 when the superstructure B1 has produced such a horizontal displacement as more than a distance between it and the engaged member 1, whereby it limits an amount of horizontal travel of the engaged member 1 as absorbing vibrational energy of the superstructure B1.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は免震構造物が大変形した際にその変位量を制
限する、免震構造物の水平変形制限装置に関するもので
ある。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a horizontal deformation limiting device for a seismic isolation structure that limits the amount of displacement when the seismic isolation structure undergoes large deformation.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

積層ゴム支承等の免震装置を使用する免震構造物では、
大地震等の過大な入力に対する安全対策として建物にフ
ェールセーフ機構を設ける必要がある。
For seismic isolation structures that use seismic isolation devices such as laminated rubber bearings,
It is necessary to provide a fail-safe mechanism in buildings as a safety measure against excessive inputs such as those caused by large earthquakes.

これまで提案されているフェールセーフ機構は免震装置
に大変形が生じ、鉛直荷重支持能力を喪失した場合に装
置に替わって荷重を支える、つっかい棒状の脚を形成す
るものであるが、これは免震装置の機能喪失を前提とし
、非常時の建物の転倒防止を図るもので、その作動後は
建物の免震構造物としての機能が1員なわれるという決
定的な弱点を抱えている。
The fail-safe mechanism that has been proposed so far is to form a stick-like leg that supports the load in place of the seismic isolation device in the event that it loses its vertical load-supporting ability due to severe deformation. The system is designed to prevent buildings from falling in an emergency by assuming that the seismic isolation device loses its function, but it has a decisive weakness in that once the seismic isolation device is activated, the building's function as a seismic isolation structure is lost. .

この発明はこの従来のフェールセーフ機構の弱点に着目
してなされたもので、いかなる場合にも建物を免震構造
物として正常に機能させる装置を新たに提案しようとす
るものである。
This invention was made by focusing on the weaknesses of this conventional fail-safe mechanism, and aims to propose a new device that allows a building to function normally as a seismic isolation structure under any circumstances.

〔課題を解決するための手段〕[Means to solve the problem]

本発明では上部構造体の下面に、下部構造体までの距離
より短い係合部材を鉛直に固定し、一方の下部構造体に
リングプレートと弾性体とからなる拘束部材を固定、し
、上部構造体の水平変位時に係合部材を受け止め、その
衝撃力を吸収しながら係合部材の移動を拘束し、係合部
材、すなわち上部構造体の変形可能範囲を一定限度に制
限することにより免震装置の効果を生かし、免震構造物
としての機能の維持を図る。
In the present invention, an engaging member that is shorter than the distance to the lower structure is vertically fixed to the lower surface of the upper structure, a restraining member consisting of a ring plate and an elastic body is fixed to one of the lower structures, and the upper structure A seismic isolation device that receives the engaging member when the body is horizontally displaced, restrains the movement of the engaging member while absorbing the impact force, and limits the deformable range of the engaging member, that is, the upper structure, to a certain limit. By taking advantage of this effect, we aim to maintain its function as a seismic isolation structure.

拘束部材は円環状のリングプレートと弾性体とを交互に
積み重ね、弾性体をリングプレートに接着して構成され
、係合部材の外周部にそれとの間に所要距離をおいて配
置される。
The restraining member is constructed by stacking annular ring plates and elastic bodies alternately, and adhering the elastic bodies to the ring plate, and is arranged on the outer periphery of the engagement member with a required distance therebetween.

〔実 施 例〕〔Example〕

以下本発明を一実施例を示す図面に基づいて説明する。 The present invention will be explained below based on the drawings showing one embodiment.

この発明の水平変形制限装置A(以下装置A)は免震装
置を介して上下に区分された免震構造物の上部構造体B
1と下部構造体82間に設置され、不測の事態における
上部構造体B1の安全性を、免震効果を…なうことなく
維持するものである。
The horizontal deformation limiting device A (hereinafter referred to as device A) of this invention is an upper structure B of a seismic isolation structure that is divided into upper and lower parts through a seismic isolation device.
It is installed between the upper structure B1 and the lower structure 82, and maintains the safety of the upper structure B1 in unexpected situations without sacrificing the seismic isolation effect.

装置Aば第1図に示すように」一部構造体B。As shown in FIG. 1, apparatus A has a partial structure B.

の下面に固定される係合部材1と、下部構造体B2に固
定され、リングプレート2aと弾性体2bとからなる拘
束部材2とから構成される。
It is composed of an engaging member 1 fixed to the lower surface of the lower structure B2, and a restraining member 2 fixed to the lower structure B2 and consisting of a ring plate 2a and an elastic body 2b.

拘束部材2は図示するように弾性体2bをリングプレー
ト2aに接着し、両者を交互に積み重ねて形成され、係
合部材1の外周部にそれとの間に所要距離をおいて配置
される。
As shown in the figure, the restraint member 2 is formed by bonding an elastic body 2b to a ring plate 2a and stacking the two alternately, and is arranged on the outer periphery of the engagement member 1 with a required distance therebetween.

この拘束部材2はそれと係合部材1間距離以上の水平変
位を上部構造体B1が生じた際、係合部材1を受け止め
、上部構造体B、の振動エネルギーを吸収しながら係合
部材1の水平移動量を制限し、設計地震動を上回る不測
の地震動作用時にも免震装置の水平変形を一定限度以内
に抑える役目を果たす。
This restraining member 2 receives the engaging member 1 when the upper structure B1 is horizontally displaced by a distance greater than the distance between the upper structure B1 and the engaging member 1, and absorbs the vibration energy of the upper structure B. It limits the amount of horizontal movement and serves to keep the horizontal deformation of the seismic isolation device within a certain limit even in the event of an unexpected seismic movement that exceeds the design seismic motion.

第2図に示す実施例はリングプレーt−2aと係合部材
1との距離を上方から下方へかけて次第に大きく取るこ
とにより拘束部材2が徐々に抵抗力を増しながら上方の
リングプレート2aより係合部材1に係止する構造とし
、上部構造体B1に与える衝撃力を緩和する機構にした
ものである。同様の効果は第1図の実施例の係合部材I
を逆円錐体状に形成することによっても得られる。
In the embodiment shown in FIG. 2, the distance between the ring plate t-2a and the engaging member 1 is gradually increased from the top to the bottom, so that the restraint member 2 gradually increases the resistance force, and the distance between the ring plate t-2a and the engaging member 1 is gradually increased. It has a structure that locks onto the engaging member 1, and has a mechanism that relieves the impact force applied to the upper structure B1. Similar effects can be obtained from the engaging member I of the embodiment shown in FIG.
It can also be obtained by forming it into an inverted conical shape.

ところで以上の実施例において、弾性体2bに高減衰ゴ
ム等の粘弾性材料を用いることにより装置A自身に減衰
性能を持たせることができ、また係合部材1、または拘
束部材2、もしくは両者を粘性抵抗力を発揮する粘性流
体内に浸すことによって装置Aに水平及び鉛直方向の減
衰性能を付与し、浮き上がりを抑制する機能を併せ持た
せることもできる。
By the way, in the above embodiment, by using a viscoelastic material such as high damping rubber for the elastic body 2b, the apparatus A itself can have damping performance, and the engaging member 1, the restraining member 2, or both can be provided with damping performance. By immersing the device in a viscous fluid that exerts viscous resistance, the device A can be given horizontal and vertical damping performance and can also have the function of suppressing floating.

〔発明の効果〕〔Effect of the invention〕

この発明は以上の通りであり、上部構造体、そして免震
装置の一定限度以上の変位を制限するもので、設定値以
下の応答範囲内では作動しないため免震装置の効果を阻
害する恐れが全くなく、常に建物を免震構造物として機
能させることが可能である。
As described above, this invention limits the displacement of the upper structure and the seismic isolation device beyond a certain limit, and does not operate within the response range below the set value, which may impede the effectiveness of the seismic isolation device. It is possible for the building to function as a seismic isolation structure at all times.

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

第1図は本発明の一実施例を示した断面図、第2図−■
、■は他の実施例を示したそれぞれ断面図、平面図であ
る。 A・・・・・・水平変形制限装置、1・・・・・・係合
部材、2・・・・・・拘束部材、2a・・・・・・リン
グプレート、2b・・・・・・弾性体、B、・・・・・
・上部構造体、B2・・・・・・下部構造体。
Fig. 1 is a sectional view showing an embodiment of the present invention, Fig. 2 -■
, ■ are a sectional view and a plan view, respectively, showing other embodiments. A...Horizontal deformation limiting device, 1...Engagement member, 2...Restriction member, 2a...Ring plate, 2b... Elastic body, B...
- Upper structure, B2...lower structure.

Claims (1)

【特許請求の範囲】[Claims] (1)免震支承を介して上下に区分された免震構造物の
、上部構造体の下面に鉛直に固定された係合部材と、こ
の係合部材外周部にこれとの間に距離をおいて下部構造
体に固定され、上部構造体の水平変位時に係合部材を受
け止め、その移動を拘束する拘束部材とから構成され、
拘束部材は円環状のリングプレートと弾性体とを、弾性
体をリングプレートに接着して交互に積み重ねてなるこ
とを特徴とする免震構造物の水平変形制限装置。
(1) There is a distance between the engaging member vertically fixed to the lower surface of the upper structure of the seismic isolation structure divided into upper and lower parts via seismic isolation bearings, and the outer periphery of this engaging member. a restraining member fixed to the lower structure at a position, receiving the engagement member when the upper structure is horizontally displaced, and restraining the movement;
1. A horizontal deformation limiting device for a seismic isolation structure, characterized in that the restraint member is made up of an annular ring plate and an elastic body, the elastic bodies being adhered to the ring plate and stacked alternately.
JP16813788A 1988-07-06 1988-07-06 Horizontal deformation limiting device for seismic isolation structure Expired - Lifetime JPH0635765B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16813788A JPH0635765B2 (en) 1988-07-06 1988-07-06 Horizontal deformation limiting device for seismic isolation structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16813788A JPH0635765B2 (en) 1988-07-06 1988-07-06 Horizontal deformation limiting device for seismic isolation structure

Publications (2)

Publication Number Publication Date
JPH0220741A true JPH0220741A (en) 1990-01-24
JPH0635765B2 JPH0635765B2 (en) 1994-05-11

Family

ID=15862522

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16813788A Expired - Lifetime JPH0635765B2 (en) 1988-07-06 1988-07-06 Horizontal deformation limiting device for seismic isolation structure

Country Status (1)

Country Link
JP (1) JPH0635765B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0738179U (en) * 1993-12-10 1995-07-14 株式会社ナイガイ Knitted fabric

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0738179U (en) * 1993-12-10 1995-07-14 株式会社ナイガイ Knitted fabric

Also Published As

Publication number Publication date
JPH0635765B2 (en) 1994-05-11

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