JPH059393Y2 - - Google Patents

Info

Publication number
JPH059393Y2
JPH059393Y2 JP6414887U JP6414887U JPH059393Y2 JP H059393 Y2 JPH059393 Y2 JP H059393Y2 JP 6414887 U JP6414887 U JP 6414887U JP 6414887 U JP6414887 U JP 6414887U JP H059393 Y2 JPH059393 Y2 JP H059393Y2
Authority
JP
Japan
Prior art keywords
isolator
fire
cylindrical body
resistant
laminated rubber
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 - Lifetime
Application number
JP6414887U
Other languages
Japanese (ja)
Other versions
JPS63171508U (en
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 filed Critical
Priority to JP6414887U priority Critical patent/JPH059393Y2/ja
Publication of JPS63171508U publication Critical patent/JPS63171508U/ja
Application granted granted Critical
Publication of JPH059393Y2 publication Critical patent/JPH059393Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Description

【考案の詳細な説明】 《産業上の利用分野》 本考案は積層ゴム支承等の振動絶縁装置(アイ
ソレータ)を使用した免震ビルのアイソレータ用
耐火被覆に関する。
[Detailed Description of the Invention] <<Industrial Application Field>> The present invention relates to a fireproof coating for isolators of seismically isolated buildings using vibration isolators (isolators) such as laminated rubber bearings.

《従来の技術》 基礎と建物との間にアイソレータを設け、地震
の衝撃が建物に直接に伝わらないようにした免震
ビルでは、アイソレータで建物の荷重を支承して
いる。
<Conventional Technology> In seismically isolated buildings, an isolator is installed between the foundation and the building to prevent earthquake shock from being directly transmitted to the building, and the isolator supports the load of the building.

《考案が解決しようとする問題点》 もし、アイソレータを建物の中間層に設置した
場合は、特にアイソレータよりも下の階層から出
火したときに、アイソレータの弾塑性変形能およ
び弾発力、耐荷容量を狂わせるだけではなく、ア
イソレータよりも上の階層を構成する上部構造体
の垂直度にも影響を与えることが予想できる。
[Problems to be solved by the invention] If an isolator is installed in the middle floor of a building, especially if a fire breaks out from a floor below the isolator, the isolator's elastoplastic deformability, elastic force, and load-bearing capacity will be affected. It can be expected that this will not only upset the isolator, but also affect the verticality of the superstructure that constitutes the hierarchy above the isolator.

本考案では上記事情に鑑みてなされたものであ
つて、その目的は火災からアイソレータを防護
し、安全性を向上させるための免震ビルのアイソ
レータ用耐火被覆を提供するにある。
The present invention has been developed in view of the above circumstances, and its purpose is to provide a fireproof coating for isolators in seismically isolated buildings to protect the isolators from fire and improve safety.

《問題点を解決するための手段》 上記目的を達成するために本考案に係る免震ビ
ルのアイソレータ用耐火被覆は、上部構造体に上
部を固定し、アイソレータを囲むようにアイソレ
ータ外周面に垂下覆着した耐火性筒体と、筒体の
下端部内周面に係止嵌合し、下部構造体表面に摺
動自在に、かつアイソレータの基部を囲むように
下部構造体上に載置した耐火性環状体とからな
り、上部構造体の揺動運動と共に一体に動く耐火
性筒体の下端部内周面に係止嵌合して筒体と一体
的に動く耐火性環状体を具えて成るのである。
<Means for Solving the Problems> In order to achieve the above object, the fireproof coating for isolators of seismically isolated buildings according to the present invention has its upper part fixed to the upper structure and hangs down on the outer peripheral surface of the isolator so as to surround the isolator. The covered fireproof cylindrical body and the fireproof cylindrical body are locked and fitted to the inner circumferential surface of the lower end of the cylindrical body, and are placed on the lower structure so as to be able to slide freely on the surface of the lower structure and to surround the base of the isolator. The structure includes a fire-resistant annular body that moves integrally with the cylinder by locking and fitting into the inner circumferential surface of the lower end of the fire-resistant cylinder that moves together with the rocking movement of the upper structure. be.

《作用》 地震入力によつて上部構造体と下部構造体とが
位相を異にする変位をしたとき、耐火性筒体の下
端部内周面に耐火性環状体が嵌合したまま、環状
体の方が筒体の移動方向に従つて移動し、筒体内
部の密閉と空気による断熱作用とを維持する。
《Operation》 When the upper structure and the lower structure are displaced out of phase due to earthquake input, the fire-resistant annular body remains fitted to the inner peripheral surface of the lower end of the fire-resistant cylindrical body. The first side moves in accordance with the moving direction of the cylindrical body, and maintains the sealing inside the cylindrical body and the heat insulation effect of the air.

《実施例》 以下、本考案の実施例について図面を参照にし
て詳細に説明する。
<<Example>> Hereinafter, an example of the present invention will be described in detail with reference to the drawings.

第1図は免震ビル1を例示して説明するための
一部縦断面図である。この免震ビル1は地下2階
部分2と地下3階部分3との間に免震積層ゴム支
承4を設置し、この積層ゴム支承4で地下2階部
分2から上の上部構造体を支持している。
FIG. 1 is a partial longitudinal cross-sectional view for illustrating and explaining the seismic isolation building 1. As shown in FIG. This seismic isolation building 1 has a seismic isolation laminated rubber bearing 4 installed between the second basement floor part 2 and the third basement floor part 3, and this laminated rubber bearing 4 supports the upper structure above the second basement floor part 2. are doing.

すなわち、この免震ビル1は免震積層ゴム支承
4を挟む地下2階部分の床スラブから上を上部構
造体5とし、地下3階部分3の天井から下を下部
構造体6とする2分割構造になつている。免震積
層ゴム支承4の設置位置はドライエリアの関係で
考えれば、地盤面から上の部分、例えば、1階部
分の床面と地下1階部分の天井との間でもよく、
何れの場合にも積層ゴム支承4がその設置位置よ
り下の階から出火した場合の熱に曝されるのであ
り、特にドライエリアが煙突の代わりになるた
め、各積層ゴム支承4の周囲には耐火被覆7を配
している。
That is, this seismic isolation building 1 is divided into two sections, with the upper structure 5 above the floor slab on the second basement floor sandwiching the seismic isolation laminated rubber support 4, and the lower structure 6 below the ceiling on the third basement floor 3. It's structured. Considering the dry area, the installation position of the seismic isolation laminated rubber support 4 may be above the ground level, for example, between the floor of the first floor and the ceiling of the first basement floor.
In either case, the laminated rubber bearings 4 will be exposed to the heat of a fire that breaks out from the floor below the installation location, and especially since the dry area will act as a chimney, the area around each laminated rubber bearing 4 will be A fireproof coating 7 is provided.

第2図に耐火被覆7の詳細を示す。免震積層ゴ
ム支承4の上下には取付用の鍔8があり、これを
設置台に設けた埋込プレート等のアンカーボルト
にナツト9で緊締固定する。この免震積層ゴム支
承4は円柱形なので、耐火被覆7は余分な容積を
使用しないように円筒形の耐火性筒体10とこれ
に嵌合する円形の耐火性環状体11とから成る。
FIG. 2 shows details of the fireproof coating 7. There are mounting flanges 8 on the top and bottom of the seismic isolation laminated rubber support 4, which are tightened and fixed with nuts 9 to anchor bolts such as embedded plates provided on the installation base. Since the seismic isolation laminated rubber support 4 is cylindrical, the fireproof coating 7 is composed of a cylindrical fireproof tube 10 and a circular fireproof annular body 11 fitted therein so as not to use excess volume.

耐火性筒体10及び耐火性環状体11は成型岩
綿あるいはリブラスモルタルで構成し、筒体10
の半径は積層ゴム支承4の水平変位寸法dの分だ
け大きく、高さは上部構造体5に上端面を取り付
けたとき、下端面が積層ゴム支承4の鉛直方向変
位寸法eの分だけ浮いた寸法に形成してる。一方
の環状体11は筒体10の内周に嵌合する半径で
形成し、積層ゴム支承4の鉛直方向変位寸法eよ
り充分に高い高さ寸法を有している。
The refractory cylindrical body 10 and the refractory annular body 11 are made of molded rock wool or libras mortar, and the cylindrical body 10
The radius is larger by the horizontal displacement dimension d of the laminated rubber bearing 4, and the height is such that when the upper end surface is attached to the upper structure 5, the lower end surface is lifted by the vertical displacement dimension e of the laminated rubber bearing 4. Formed to size. One annular body 11 is formed with a radius that fits into the inner periphery of the cylindrical body 10, and has a height sufficiently higher than the vertical displacement dimension e of the laminated rubber support 4.

耐火性筒体10は上部構造体5に積層ゴム支承
4と同心軸で吊持させてこれを包むように上部構
造体5に上端縁を固定している。そして下端縁内
周側には下部構造体6上を摺動移動自在に載置し
た環状体11を嵌合させ、積層ゴム支承4を筒体
10と環状体11とで密閉被覆しているのであ
る。
The fireproof cylindrical body 10 is suspended from the upper structure 5 by a shaft concentric with the laminated rubber support 4, and its upper end edge is fixed to the upper structure 5 so as to wrap the same. An annular body 11 that is slidably placed on the lower structure 6 is fitted to the inner peripheral side of the lower edge, and the laminated rubber support 4 is hermetically covered with the cylindrical body 10 and the annular body 11. be.

地震入力によつて下部構造体6が揺動したと
き、積層ゴム支承4の作用によつて上部構造体5
の揺れは地震入力加速度に遅れを生じさせたもの
になり、揺れる方向に差を発生する結果、積層ゴ
ム支承4に水平変位や鉛直方向変位を生じさせる
が、環状体11は筒体10に嵌合したまま下部構
造体6上を移動して筒体10内部の密閉が確保さ
れ、積層ゴム支承4が直接に火および煙に曝され
る虞れはない。
When the lower structure 6 swings due to earthquake input, the upper structure 5 is moved by the action of the laminated rubber bearing 4.
The shaking is caused by a delay in the earthquake input acceleration, and as a result, a difference occurs in the shaking direction, causing horizontal and vertical displacement in the laminated rubber bearing 4. The rubber bearing 4 moves on the lower structure 6 while remaining in place, ensuring a tight seal inside the cylinder 10, and there is no risk that the laminated rubber bearing 4 will be directly exposed to fire and smoke.

《効果》 以上詳しく説明したように、本考案に係る免震
ビルのアイソレータ用耐火被覆によれば、上部構
造体に上部を固定し、アイソレータを囲むように
アイソレータ外周面に垂下覆着した耐火性筒体を
設けているので、アイソレータの変形方向に応じ
て常にこれを囲む状態を維持することが出来る。
また、上記筒体の下端部内周面に係止嵌合し、下
部構造体の表面を摺動自在に、かつアイソレータ
の基部を囲むように下部構造体上に載置した耐火
性環状体を備えているので、筒体の移動方向と一
体に移動して常にアイソレータを密閉被覆してお
くことができる。
<<Effects>> As explained in detail above, according to the fire-resistant covering for isolators of seismically isolated buildings according to the present invention, the upper part is fixed to the upper structure and the fire-resistant covering is drooped on the outer peripheral surface of the isolator so as to surround the isolator. Since the cylindrical body is provided, it is possible to maintain a state surrounding the isolator at all times depending on the direction of deformation of the isolator.
Further, a fire-resistant annular body is provided that is lock-fitted to the inner circumferential surface of the lower end of the cylindrical body, is slidable on the surface of the lower structure, and is placed on the lower structure so as to surround the base of the isolator. Therefore, the isolator can be kept hermetically covered at all times by moving in unison with the moving direction of the cylindrical body.

したがつて、火災の熱によつて上部構造体の荷
重を負担しているアイソレータの特性変化や剛性
の低下を受けることがないので、アイソレータの
信頼性が向上し、安全性を確保する効果が得られ
る。
Therefore, the isolator, which bears the load of the superstructure, does not change its characteristics or decrease its rigidity due to the heat of the fire, improving the reliability of the isolator and ensuring safety. can get.

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

第1図は免震ビルの概略を示す縦断面、第2図
Aはそのアイソレータの耐火被覆を示す縦断面
図、同図Bは同図AのC−C矢視線で示す横断面
図である。 1……免震ビル、2……地下2階部分、3……
地下3階部分、4……免震積層ゴム支承、5……
上部構造体、6……下部構造体、7……耐火被
覆、8……鍔、9……ナツト、10……耐火性筒
体、11……耐火性環状体。
Figure 1 is a vertical cross-sectional view schematically showing the seismic isolation building, Figure 2 A is a vertical cross-sectional view showing the fireproof coating of the isolator, and Figure B is a cross-sectional view taken along the line C-C in Figure A. . 1... Earthquake-isolated building, 2... 2nd basement floor, 3...
3rd floor basement part, 4... Seismic isolation laminated rubber bearing, 5...
Upper structure, 6... Lower structure, 7... Fire-resistant coating, 8... Tsuba, 9... Nut, 10... Fire-resistant cylindrical body, 11... Fire-resistant annular body.

Claims (1)

【実用新案登録請求の範囲】 (1) 上部構造体に上部を固定し、アイソレータを
囲むように該アイソレータ外周面に垂下覆着し
た耐火性筒体と、該筒体の下端部内周面に係止
嵌合し、下部構造体表面に摺動自在に、かつ該
アイソレータの基部を囲むように下部構造体上
に載置した耐火性環状体とからなり、該上部構
造体の揺動運動と共に一体に動く該耐火性筒体
の下端部内周面に係止嵌合して該筒体と一体的
に動く耐火性環状体を具えることを特徴とする
免震ビルのアイソレータ用耐火被覆。 (2) 前記耐火性筒体は、アイソレータの外周面か
ら該筒体の内周面までの対向寸法が該アイソレ
ータの水平変位寸法以上であるとともに、該筒
体の垂下端縁が下部構造体表面から該アイソレ
ータの鉛直方向変位寸法以上離してあることを
特徴とする実用新案登録請求の範囲第1項記載
の免振ビルのアイソレータ用耐火被覆。
[Claims for Utility Model Registration] (1) A fire-resistant cylindrical body whose upper part is fixed to the upper structure and which is drooped over the outer circumferential surface of the isolator so as to surround the isolator, and which is attached to the inner circumferential surface of the lower end of the cylindrical body. It consists of a fire-resistant annular body that is securely fitted and placed on the lower structure so as to be slidable on the surface of the lower structure and to surround the base of the isolator, and is integrated with the rocking movement of the upper structure. A fire-resistant coating for an isolator of a seismically isolated building, comprising a fire-resistant annular body that is lock-fitted to the inner peripheral surface of the lower end of the fire-resistant cylindrical body and moves integrally with the cylindrical body. (2) The fire-resistant cylindrical body has a facing dimension from the outer peripheral surface of the isolator to the inner peripheral surface of the cylindrical body that is equal to or larger than the horizontal displacement dimension of the isolator; A fireproof coating for an isolator of an earthquake-isolated building according to claim 1, wherein the fireproof coating is separated from the isolator by at least a vertical displacement dimension of the isolator.
JP6414887U 1987-04-30 1987-04-30 Expired - Lifetime JPH059393Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6414887U JPH059393Y2 (en) 1987-04-30 1987-04-30

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6414887U JPH059393Y2 (en) 1987-04-30 1987-04-30

Publications (2)

Publication Number Publication Date
JPS63171508U JPS63171508U (en) 1988-11-08
JPH059393Y2 true JPH059393Y2 (en) 1993-03-09

Family

ID=30900040

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6414887U Expired - Lifetime JPH059393Y2 (en) 1987-04-30 1987-04-30

Country Status (1)

Country Link
JP (1) JPH059393Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0774516B2 (en) * 1989-06-12 1995-08-09 鹿島建設株式会社 Seismic isolation device fireproof coating structure

Also Published As

Publication number Publication date
JPS63171508U (en) 1988-11-08

Similar Documents

Publication Publication Date Title
JP2007239306A (en) Method of mounting base isolation damper
JPH059393Y2 (en)
JP4392567B2 (en) Seismic isolation device
JPH11241524A (en) Building used jointly for both base isolation and seismic control
JPH0438936B2 (en)
JP3823244B2 (en) Seismic isolation structure
JPS63304194A (en) Construction of nuclear reactor building
JP4203336B2 (en) Elevator support structure for middle-rise base-isolated buildings
JPH052731Y2 (en)
JP7438760B2 (en) Seismic isolation elevator
JP3739725B2 (en) Seismic isolation structure in wooden buildings
JPH0336990B2 (en)
JPH10203748A (en) Elevator
JPS62273374A (en) Dynamic earthquakeproof method and device utilizing weight of building body
JPH0420105Y2 (en)
KR101303101B1 (en) The expansion joint structure of slab and wall
JP3704445B2 (en) Seismic isolation structure
JPH0432455Y2 (en)
JPS6332278Y2 (en)
JPH0344920Y2 (en)
JP4000652B2 (en) Seismic isolation structure lift prevention device
RU2019127467A (en) SEISMIC BUILDING
RU2020102438A (en) SEISMIC BUILDING
TR2023008732A1 (en) KINEMATIC SEISMIC ISOLATION METHOD AND A SEISMIC SYSTEM
RU2019127515A (en) SEISMIC BUILDING