JPH0369742A - Device for base isolation for building - Google Patents
Device for base isolation for buildingInfo
- Publication number
- JPH0369742A JPH0369742A JP20470589A JP20470589A JPH0369742A JP H0369742 A JPH0369742 A JP H0369742A JP 20470589 A JP20470589 A JP 20470589A JP 20470589 A JP20470589 A JP 20470589A JP H0369742 A JPH0369742 A JP H0369742A
- Authority
- JP
- Japan
- Prior art keywords
- isolators
- building
- vertical load
- places
- same diameter
- 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
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Description
【発明の詳細な説明】 (産業上の利用分野) この発明は免震建物装置に関する。[Detailed description of the invention] (Industrial application field) This invention relates to a seismic isolation building device.
(従来の技術)
従来より、免震建物装置としてアイソレーター例えば積
層ゴムが提案され、この積層ゴムを建物の設置部分に配
置して免震を図っている。そして例えば第5図に示すよ
うに建物Cの鉛直部材Caのような他に比較して鉛直荷
重が小さく、つまり軸力が小さく、結果として水平剛性
が大きくなる部分では水平応力が小さくなるために、他
の部分と同一径の積層ゴムを使用した場合には、積層ゴ
ムの動きが鈍く、応力集中が起り、免震装置にねじれを
生じさせる。(Prior Art) Conventionally, isolators such as laminated rubber have been proposed as seismic isolation building devices, and this laminated rubber is placed in the installation part of a building to achieve seismic isolation. For example, as shown in Fig. 5, in a part such as vertical member Ca of building C, where the vertical load is small compared to other parts, that is, the axial force is small, and as a result, the horizontal stiffness is large, the horizontal stress is small. If laminated rubber having the same diameter as other parts is used, the movement of the laminated rubber is slow and stress concentration occurs, causing twisting of the seismic isolation device.
そこで鉛直荷重の小さい部分では積層ゴムの径を小さく
し、他の部分との剛性の調整を図っている。Therefore, the diameter of the laminated rubber is reduced in areas where the vertical load is small to adjust the rigidity with other areas.
(発明が解決しようとする課題)
しかしながら、水平剛性の大小によって剛性に対応した
種類のアイソレーターを設置することは全体の建物の剛
性の調整を図る上から適切であるが、多種類のアイソレ
ーターを用意しなければならい不都合がある。(Problem to be Solved by the Invention) However, although it is appropriate to install types of isolators corresponding to the horizontal rigidity in order to adjust the rigidity of the entire building, it is necessary to prepare many types of isolators. There are inconveniences that I have to do.
この発明の目的は上記不都合を除去することにある。An object of the present invention is to eliminate the above-mentioned disadvantages.
(課題を解決するための手段)
この発明は、建物Cの設置部上の2ケ所以上に同一径の
アイソレーター1を配置するものであり、鉛直荷重の小
さい部分には同一径のアイソレータ−を複数段積重ねた
配置としてあり、鉛直荷重の大きい部分には上記アイソ
レーターと同一径のアイソレーターを1個配置したり又
は複数個並行して配置しているものである。(Means for Solving the Problems) In this invention, isolators 1 of the same diameter are arranged at two or more places on the installation part of the building C, and a plurality of isolators of the same diameter are arranged in parts where the vertical load is small. The isolators are arranged in stacked layers, and one isolator having the same diameter as the above isolator or a plurality of isolators are arranged in parallel in the area where the vertical load is large.
(実施例) 以下この発明の詳細な説明する。(Example) This invention will be explained in detail below.
第1図において、建物Cの設置部にはアイソレーター1
.・・・と、鋼棒ダンパー2と、鉛ダンパー3とがそれ
ぞれ規則的に配置されている。アイソレーター1.・・
・については、建物Cの外周に沿って配置され、階段部
Caにおけるように鉛直荷重の小さいところには同一径
のアイソレーター1を2段積みにし、大きいところには
同一径のアイソレター1を並行配置したり、又は1つの
アイソレター1を単独配置して、全体の剛性調整を図っ
ている。In Figure 1, isolator 1 is installed at the installation part of building C.
.. ..., steel rod dampers 2, and lead dampers 3 are arranged regularly. Isolator 1.・・・
Regarding ・, isolators 1 are placed along the outer periphery of building C, and isolators 1 of the same diameter are stacked in two stages in areas where the vertical load is small, such as in the staircase Ca, and isolators 1 of the same diameter are stacked in parallel in areas where the vertical load is large. Alternatively, one isolator 1 may be placed alone to adjust the overall rigidity.
鉛直荷重の小さい階段部Caでは同一径のアイソレータ
ー1を2段積みしているので、このアイソレーターの具
体的構成を第2図及び第3図を参照して説明する。In the staircase section Ca where the vertical load is small, two isolators 1 having the same diameter are stacked, so the specific configuration of this isolator will be explained with reference to FIGS. 2 and 3.
すなわち、各アイソレーター1は複数枚の鋼板を積層し
て、各鋼板間にゴム板を介7[させた積層ゴムからなり
、上下に取付は板11.12をそれぞれ設けているもの
である。上下のアイソレーター1.1において、重合し
ている取付は板12゜11間をボルト13.・・・で結
合している。また建物C及び基礎に側の取付は板11.
12にはそれぞれ固定板14.14をボルト16で取付
け、各固定板からスタッドボルト15.・・・が起立し
、上下に積まれたアイソレーター1,1と建物C及び基
礎Iくとの一体化をこれらのスタッドボルトを通して図
っている。That is, each isolator 1 is made of laminated rubber made by laminating a plurality of steel plates with rubber plates 7 interposed between the steel plates, and has upper and lower mounting plates 11 and 12, respectively. In the upper and lower isolators 1.1, the overlapping mounting is done by bolts 13.1 between the plates 12.11. It is connected with... Also, the installation on the side of building C and foundation is plate 11.
A fixing plate 14.14 is attached to each fixing plate 12 with a bolt 16, and a stud bolt 15.14 is attached to each fixing plate. ... stands up, and the isolators 1, 1 stacked above and below are integrated with the building C and the foundation I through these stud bolts.
また並行配置される各アイソレーター1においては、第
4図に示すようにアイソレーターの上下の取付は板11
.12にスタッドボルト15を起立させた固定板14.
14を取付けてあり、建物C及び基礎にへ取付けて、ス
タッドボルト15により行う。In addition, for each isolator 1 arranged in parallel, the upper and lower parts of the isolator are mounted on plates 11 as shown in FIG.
.. Fixing plate 14 with stud bolts 15 erected on 12.
14 is attached, and is attached to the building C and the foundation using stud bolts 15.
ill独配置されるアイソレーター1においては、第4
図に示すアイソレーター1を1個使用する。In isolator 1, which is arranged exclusively in illumination, the fourth
One isolator 1 shown in the figure is used.
剛性の大きさによってはアイソレーター1を3段以上積
む場合があり、この場合には最上段のアイソレーターの
上側取付は板に固定板を取付け、アイソレーターの重合
部分は対向する取付は板間をボルトで結合すればよい。Depending on the degree of rigidity, isolators 1 may be stacked in three or more tiers. In this case, the uppermost isolator is mounted on a fixed plate, and the overlapping part of the isolators is mounted on the opposite side using bolts between the plates. Just combine them.
なお、建物の中で鉛直荷重の小さい部分として階段部を
実施例としたが、第5図に示すとおり、建物階層の違い
から生ずる剛性のばらつきを、実施例と同様の構成で調
整することができる。In addition, although a staircase was used as an example of a part of a building with a small vertical load, as shown in Figure 5, variations in rigidity caused by differences in building levels can be adjusted using the same configuration as in the example. can.
(発明の効果)
以上のように、この発明によれば、同一径のアイソレー
ターを1個又は複数個用いて、鉛直荷重の大小により生
ずる水平剛性の大きさに応じて111独配置したり、並
行配置したり、2段以上に積んだりして、剛性変化に自
在に対応できるので、低コストと簡単な構成で有効な免
震を図ることができる。(Effects of the Invention) As described above, according to the present invention, one or more isolators with the same diameter can be arranged in parallel or Since they can be arranged or stacked in two or more tiers to accommodate changes in rigidity, effective seismic isolation can be achieved at low cost and with a simple configuration.
第1図はアイソレーターの配置図、
第2図は2段積みした状態を示すアイソレーターの正面
図、
第3図は第2図m−m線断面図、
第4図は並行配置する際に用いるアイソレータの正面図
、
第5図は建物を概略して示した説明図である。
1・・・アイソレーター 11.12・・・取付は板、
14・・・固定板、 C・・・建物、 K・・・基礎。
以 上Figure 1 is a layout diagram of the isolator, Figure 2 is a front view of the isolator in a two-tier stacked state, Figure 3 is a sectional view taken along the line mm in Figure 2, and Figure 4 is the isolator used when arranged in parallel. 5 is an explanatory diagram schematically showing the building. 1... Isolator 11.12... Mounting is on board,
14... Fixed plate, C... Building, K... Foundation. that's all
Claims (1)
を配置してあり、鉛直荷重の小さい部分には同一径のア
イソレーターを複数段積重ねてあり、鉛直荷重の大きい
部分には上記アイソレーターと同一径のアイソレーター
を1個又は複数個並行して配置してあることを特徴とす
る免震建物装置。Isolators with the same diameter are placed at two or more locations on the installation part of the building, multiple isolators with the same diameter are stacked in areas with small vertical loads, and isolators with the same diameter as the above isolators are stacked in areas with large vertical loads. A seismic isolation building device characterized by having one or more isolators arranged in parallel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20470589A JPH0369742A (en) | 1989-08-09 | 1989-08-09 | Device for base isolation for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20470589A JPH0369742A (en) | 1989-08-09 | 1989-08-09 | Device for base isolation for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0369742A true JPH0369742A (en) | 1991-03-26 |
Family
ID=16494950
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20470589A Pending JPH0369742A (en) | 1989-08-09 | 1989-08-09 | Device for base isolation for building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0369742A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106121144A (en) * | 2016-07-04 | 2016-11-16 | 河北工业大学 | A kind of spacing bearing of concrete staircase damping and work progress |
-
1989
- 1989-08-09 JP JP20470589A patent/JPH0369742A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106121144A (en) * | 2016-07-04 | 2016-11-16 | 河北工业大学 | A kind of spacing bearing of concrete staircase damping and work progress |
| CN106121144B (en) * | 2016-07-04 | 2018-05-15 | 河北工业大学 | A kind of spacing bearing of concrete staircase damping |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPH0549846B2 (en) | ||
| US20150204098A1 (en) | Systems and methods for retrofitting a building for increased earthquake resistance | |
| JPH0369742A (en) | Device for base isolation for building | |
| JP2693846B2 (en) | Prefabricated house with balcony | |
| JP3464094B2 (en) | Unit building | |
| JP2008202316A (en) | Base isolation structure building | |
| JP2000291733A (en) | Composite seismic isolation unit and seismic isolation structure | |
| JPH10306499A (en) | Damping building | |
| JPH0610034Y2 (en) | Anti-vibration double floor structure | |
| JPH0464391B2 (en) | ||
| JP4047127B2 (en) | Seismic isolation device | |
| JP2001295494A (en) | Multiple buildings connected. | |
| JP2026026407A (en) | Seismic isolation wall structure | |
| JP3055073B2 (en) | Building | |
| JPH11336370A (en) | Unit building, its construction method and seismic isolation building | |
| JPH0512435Y2 (en) | ||
| JPH0249833A (en) | Anti-seismic device | |
| JPS6259745A (en) | Floor structure | |
| JPH0577829B2 (en) | ||
| JPH0640242Y2 (en) | Seismic isolation support unit | |
| JP2552406B2 (en) | Vertical damping system for large-scale structures | |
| JP2521233Y2 (en) | Seismic isolation support device | |
| JPH0346124Y2 (en) | ||
| JP2025033040A (en) | Seismic isolation structure | |
| JP2766883B2 (en) | Wing frame structure |