JPS62146368A - Earthquakeproof system - Google Patents

Earthquakeproof system

Info

Publication number
JPS62146368A
JPS62146368A JP28446185A JP28446185A JPS62146368A JP S62146368 A JPS62146368 A JP S62146368A JP 28446185 A JP28446185 A JP 28446185A JP 28446185 A JP28446185 A JP 28446185A JP S62146368 A JPS62146368 A JP S62146368A
Authority
JP
Japan
Prior art keywords
foundation
laminated rubber
damping device
seismic isolation
building
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
JP28446185A
Other languages
Japanese (ja)
Inventor
哲生 宇野
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.)
Hazama Ando Corp
Original Assignee
Hazama Gumi 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 Hazama Gumi Ltd filed Critical Hazama Gumi Ltd
Priority to JP28446185A priority Critical patent/JPS62146368A/en
Publication of JPS62146368A publication Critical patent/JPS62146368A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は構造物免震システム、特に地震時等における構
造物の揺れ幅を効率良く減衰させるようにした構造物免
震システムに関するものである。
[Detailed Description of the Invention] <Industrial Application Field> The present invention relates to a structure seismic isolation system, and particularly to a structure seismic isolation system that efficiently attenuates the amplitude of shaking of a structure during an earthquake. .

〈従来の技術〉 ビルや塔などの構造物を建築する際、当該構造物と、こ
れを支持する基礎との間に積層ゴムを配置して免震シス
テムを実現したものがある。この構造物免震システムは
、従来、建物と基礎との間に積層ゴムを設置し、この積
層ゴムによって建物を基礎から浮いた状態に支持して成
る。積層ゴムは、板状に成形されたラバー材と金属製の
板材とを交互に積み重ねて一体化されて成り、地震等に
より建物に所定の加速度が加えられたとき、この建物と
基礎との間で弾性変形して相対的な変位を生じさせ、建
物の倒壊を防ぐようにしている。このような免震構造シ
ステムでは、積層ゴムが単純に弾性変形して建物の倒壊
を防ぐ点では有用であるものの、建物の揺れに対しては
自然の減衰に任せなければならない点に鑑み、より効果
的に揺れ減衰を行なわせるための工夫がなされている。
<Prior Art> When constructing a structure such as a building or a tower, a seismic isolation system has been realized by placing laminated rubber between the structure and the foundation that supports it. Conventionally, this structural seismic isolation system is constructed by installing a laminated rubber between a building and a foundation, and supporting the building in a floating state from the foundation by this laminated rubber. Laminated rubber is made by stacking plate-shaped rubber materials and metal plates alternately and integrating them, and when a predetermined acceleration is applied to a building due to an earthquake, etc., the gap between the building and the foundation It is designed to elastically deform and cause relative displacement to prevent the building from collapsing. In such a seismic isolation structure system, the laminated rubber simply deforms elastically and is useful in preventing the building from collapsing, but in view of the fact that the shaking of the building must be left to natural attenuation, Efforts have been made to effectively dampen vibrations.

その一つの実現例としては、積層ゴムの上下方向に孔を
開け、この孔の中に鉛で出来た円柱体をプラグとして封
入したものがある。この構成により、鉛プラグに剪断方
向への変形を生じさせ、このときの抵抗によって揺れを
減衰せしめる。
One example of this is to make a hole in the vertical direction of the laminated rubber and seal a cylindrical body made of lead as a plug in the hole. With this configuration, the lead plug is deformed in the shearing direction, and the resistance at this time attenuates the shaking.

〈発明が解決しようとする問題点〉 しかしながら、上に述べたような免震システムにあって
は、例えば地震によって鉛プラグの剪断変形が過大にな
った場合、積層ゴムを構成する金属板間のラバー材に鉛
プラグがめり込む等の現象が起こる可能性があり、積層
ゴムと鉛プラグとの相互作用によって積層ゴムが損傷を
受け、当該積層ゴムの弾性支持性能が低下し易いという
問題がある。また、仮りに積層ゴム内の鉛プラグのみに
損傷等の問題が起った場合でも、積層ゴム全体を交換す
る必要があり、経済的にロスを生じる恐れもあった。
<Problems to be solved by the invention> However, in the above-mentioned seismic isolation system, if the shear deformation of the lead plug becomes excessive due to an earthquake, for example, the damage between the metal plates constituting the laminated rubber There is a possibility that a phenomenon such as the lead plug sinking into the rubber material occurs, and the laminated rubber is damaged by the interaction between the laminated rubber and the lead plug, and there is a problem that the elastic support performance of the laminated rubber is likely to deteriorate. Further, even if a problem such as damage occurs only to the lead plug in the rubber layer, the entire rubber layer must be replaced, which may result in economic loss.

本発明はこのような従来の問題点に着目してなされたも
ので、その目的は、地震等の揺れにあっても積層ゴムを
損傷させたりすることはなく、しかも部品交換に際して
も安価に行なうことのできる免震システムを提供するこ
とである。
The present invention has been made in view of these conventional problems, and its purpose is to prevent laminated rubber from being damaged even in the event of shaking such as an earthquake, and to replace parts at low cost. The objective is to provide a seismic isolation system that can

〈問題点を解決するための手段〉 本発明は前記目的を達成するため、建物等の構造物と基
礎との間に設置された積層ゴムと、この積層ゴムとは所
定の間隔をおいて、構造物と基礎との間に接続された減
衰装置とから成る免震システムを要旨としている。
<Means for Solving the Problems> In order to achieve the above-mentioned object, the present invention provides a laminated rubber installed between a structure such as a building and a foundation, and this laminated rubber at a predetermined interval, The gist is a seismic isolation system consisting of a damping device connected between the structure and the foundation.

〈作用〉 地震等が発生したとき、構造物と基礎との間には相対的
に横方向(水平方向)にずれ移動が生じる。積層ゴムは
、このずれ移動に対して弾性変形を生じながら追随し、
構造物と基礎との結合部分の破壊を防止する。他方、減
衰装置は構造物と基礎との間のずれ運動に対して抵抗と
して作用し、構造物の揺れを減衰せしめる。このため、
構造物が基礎に対して成る方向又はその逆の方向へ揺れ
ようとする度毎に減衰装置による抵抗が働き、構造物の
揺れは急速に低下せしめられる。
<Effect> When an earthquake occurs, relative displacement occurs between the structure and the foundation in the lateral direction (horizontal direction). The laminated rubber follows this displacement movement while causing elastic deformation.
Prevents destruction of the joint between the structure and the foundation. On the other hand, the damping device acts as a resistance to the displacement movement between the structure and the foundation and dampens the sway of the structure. For this reason,
Each time the structure attempts to sway in the direction relative to the foundation or in the opposite direction, the damping device provides resistance, and the sway of the structure is rapidly reduced.

〈実施例の説明〉 図は本発明の一実施例に係る免震システムを示す断面図
である。この免震システムは基礎6と、この基v16の
上方に所定の間隔をおいて設置された建物等の構造物5
との間に設置された積層ゴム4と、積層ゴム4に対し所
定の距離寸法だけ離間した位置において構造物5と基礎
6との間に配設された減衰装置3とから成る。減衰装置
3は基礎6にボルトその他の締結部材によって固定され
るベースプレート7と、ベースプレート7上に一体的に
取付けられたゴム等の弾性材料から成るブロック体2と
、ブロック体2のほぼ中心位置に封入された柱状体1と
から成る。柱状体1は粘弾性材料である鉛材を成形して
成る。この減衰装置3は、構造物5の底面に凹状の六8
を開設しておき、ベースプレート7を基礎6に固定結合
する一方でブロック体2の頭部を前記穴8の中に嵌入さ
せることにより構造物5と基礎6との間に接続される。
<Description of Embodiment> The figure is a sectional view showing a seismic isolation system according to an embodiment of the present invention. This seismic isolation system consists of a foundation 6 and a structure 5 such as a building installed at a predetermined interval above this foundation v16.
and a damping device 3 disposed between the structure 5 and the foundation 6 at a position spaced apart from the laminated rubber 4 by a predetermined distance. The damping device 3 includes a base plate 7 that is fixed to the foundation 6 by bolts or other fastening members, a block body 2 made of an elastic material such as rubber that is integrally attached to the base plate 7, and a block body 2 located approximately at the center of the block body 2. It consists of an enclosed columnar body 1. The columnar body 1 is formed by molding lead material, which is a viscoelastic material. This damping device 3 has a concave six-eighth on the bottom surface of the structure 5.
is opened, and the base plate 7 is fixedly connected to the foundation 6, while the head of the block body 2 is fitted into the hole 8, thereby connecting the structure 5 and the foundation 6.

ブロック体2の頭部は穴8に固く嵌入されていてもよい
が、特にこのようにする必要はなく、構造物5と基礎6
とが相対的にずれ運動をした時にブロック体2が六8か
ら外れないように設定してあれば緩く係合していてもよ
い。
The head of the block body 2 may be firmly fitted into the hole 8, but it is not necessary to do so, and the structure 5 and the foundation 6
The engagement may be loose as long as the block body 2 is set so as not to come off from the 68 when the two move relative to each other.

また積層ゴム4は構造物5と基礎6とに密着結合される
Further, the laminated rubber 4 is tightly bonded to the structure 5 and the foundation 6.

このような構成を有する免震システムにおいて、構造物
5が地震等による揺れを受けると、この構造物5と基礎
6との間では水平方向にずれ運動が生しる。このずれ運
動によって積層ゴム4は剪断方向に弾性変形を起して揺
れを成る程度吸収すると共に、構造物5と基礎6との結
合部分に破壊を生ずることなく構造物5を支える。一方
減衰装置3は、通常は構造物に対して完全に自由の状態
で基礎6から起立しているが、一旦構造物5が揺れ出す
と、穴8の側壁を介して前記構造物5に接続し、当該構
造物5に対して大きな抵抗を及ぼす。
In a seismic isolation system having such a configuration, when the structure 5 is shaken by an earthquake or the like, a horizontal displacement movement occurs between the structure 5 and the foundation 6. Due to this displacement movement, the laminated rubber 4 undergoes elastic deformation in the shearing direction, absorbs the shaking to a considerable extent, and supports the structure 5 without causing damage to the connection portion between the structure 5 and the foundation 6. On the other hand, the damping device 3 normally stands completely free from the structure from the foundation 6, but once the structure 5 begins to sway, it is connected to the structure 5 through the side wall of the hole 8. However, it exerts a large resistance on the structure 5.

この抵抗は構造物の一方向への揺れに対しても、またこ
れとは逆の方向に対しても作用するから、前記揺れ(即
ち振動)は急速に減衰する。なお、経時変化等で減衰装
置の性能が低下した場合はこの減衰装置のみを新しいも
のに取換えればよく、装置交換に要するコストが低下す
る。
This resistance acts against the structure's sway in one direction as well as in the opposite direction, so that the sway (or vibration) is rapidly attenuated. Note that when the performance of the damping device deteriorates due to changes over time, etc., it is sufficient to replace only this damping device with a new one, which reduces the cost required for device replacement.

〈発明の効果〉 以上説明したように、本発明によれば、構造物を支持す
る積層ゴムから離間した位置に減衰装置を配置したため
、減衰装置の作動時に積層ゴムと減衰装置の相互作用に
よって積層ゴムを損傷させるというような不都合は起ら
ない。また減衰装置に不都合が生じた場合は、この減衰
装置のみを取換えればよいからメンテナンスに要するコ
ストも低減させることもできる等種々の効果が得られる
<Effects of the Invention> As explained above, according to the present invention, since the damping device is arranged at a position apart from the laminated rubber supporting the structure, the laminated rubber is No inconvenience such as damage to the rubber occurs. Further, in the event that a problem occurs with the damping device, it is only necessary to replace the damping device, so that various effects can be obtained, such as being able to reduce the cost required for maintenance.

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

図は本発明による免震システムの一実施例を示す断面図
である。 1・・鉛プラグ、2・・ブロック体、3・・減衰装置、
4・・積層ゴム、5・・構造物、6・・基礎、7・・ベ
ースプレート、8・・穴。
The figure is a sectional view showing an embodiment of the seismic isolation system according to the present invention. 1. Lead plug, 2. Block body, 3. Damping device,
4. Laminated rubber, 5. Structure, 6. Foundation, 7. Base plate, 8. Hole.

Claims (1)

【特許請求の範囲】[Claims] 構造物と基礎との間に設置されて構造物を支持する積層
ゴムと、この積層ゴムとは所定の間隔をおいて、構造物
と基礎との間に接続された減衰器とから成る免震システ
ム。
Seismic isolation consists of a laminated rubber installed between the structure and the foundation to support the structure, and an attenuator connected between the structure and the foundation at a predetermined distance from the laminated rubber. system.
JP28446185A 1985-12-19 1985-12-19 Earthquakeproof system Pending JPS62146368A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28446185A JPS62146368A (en) 1985-12-19 1985-12-19 Earthquakeproof system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28446185A JPS62146368A (en) 1985-12-19 1985-12-19 Earthquakeproof system

Publications (1)

Publication Number Publication Date
JPS62146368A true JPS62146368A (en) 1987-06-30

Family

ID=17678833

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28446185A Pending JPS62146368A (en) 1985-12-19 1985-12-19 Earthquakeproof system

Country Status (1)

Country Link
JP (1) JPS62146368A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0225604U (en) * 1988-08-04 1990-02-20
JP2014114837A (en) * 2012-12-06 2014-06-26 Takenaka Komuten Co Ltd Base isolation structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0225604U (en) * 1988-08-04 1990-02-20
JPH0640285Y2 (en) * 1988-08-04 1994-10-19 オイレス工業株式会社 Seismic isolation support device
JP2014114837A (en) * 2012-12-06 2014-06-26 Takenaka Komuten Co Ltd Base isolation structure

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