JPS63261027A - Earthquake damping apparatus - Google Patents
Earthquake damping apparatusInfo
- Publication number
- JPS63261027A JPS63261027A JP9527887A JP9527887A JPS63261027A JP S63261027 A JPS63261027 A JP S63261027A JP 9527887 A JP9527887 A JP 9527887A JP 9527887 A JP9527887 A JP 9527887A JP S63261027 A JPS63261027 A JP S63261027A
- Authority
- JP
- Japan
- Prior art keywords
- seismic isolation
- sphere
- side member
- present
- concave spherical
- 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
- 238000013016 damping Methods 0.000 title 1
- 238000002955 isolation Methods 0.000 claims description 29
- 239000004744 fabric Substances 0.000 description 6
- 241001070941 Castanea Species 0.000 description 2
- 235000014036 Castanea Nutrition 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 239000006096 absorbing agent Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (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、主として建物等の構築物が地震時にうける震
動を吸収するための免震装置に関するものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention mainly relates to a seismic isolation device for absorbing vibrations caused by structures such as buildings during earthquakes.
(従来の技術)
この種の従来装置としては、例えば防振ゴム、各種ばね
およびオレオ緩衝機等を使用した装置が種々提案されて
いる。(Prior Art) As this type of conventional device, various devices using, for example, anti-vibration rubber, various springs, oleo shock absorbers, etc. have been proposed.
(発明が解決しようとする問題点)
しかしながら上述した従来の装置は、比較的構造が複雑
でコストが嵩むという問題点があった。(Problems to be Solved by the Invention) However, the above-described conventional device has a problem in that the structure is relatively complicated and the cost is high.
本発明はこのような問題点を解決するために、構造が簡
単でコストも低い免震装置を提供することを目的とする
ものである。In order to solve these problems, it is an object of the present invention to provide a seismic isolation device with a simple structure and low cost.
(問題点を解決するための手段)
上述の目的を達成するため本発明に右いては、構築物の
地盤側部材と免震側部材との接合部において、前記いず
れか一方の部材に球体を回転自在に嵌装すると共に、そ
の球体の一部を露出させ、この球体の露出部と接合する
凹球面を有する受座を前記他方の部材に設けて免震装置
を構成する。(Means for Solving the Problems) In order to achieve the above-mentioned object, the present invention includes rotating a sphere on one of the members at the joint between the ground side member and the seismic isolation side member of the structure. A seismic isolation device is constituted by providing the other member with a seat that can be fitted freely, exposes a part of the sphere, and has a concave spherical surface that connects with the exposed part of the sphere.
(作 用)
上述のように本発明においては、回転自在な球体と、こ
の球体と接合する凹球面を有する受座とよりなる接手を
、構築物の地盤側部材と免震側部材との間に設けるよう
にしたから、地震発生時に地盤および地盤側部材が振動
しても、その水平方向の振動は前記球体が凹球面状の受
座に対して転勤することによって大部分が吸収される。(Function) As described above, in the present invention, a joint consisting of a rotatable sphere and a seat having a concave spherical surface that connects to the sphere is installed between the ground side member and the seismic isolation side member of the structure. Because of this arrangement, even if the ground and ground side members vibrate when an earthquake occurs, most of the horizontal vibration is absorbed by the spherical body being transferred to the concave spherical seat.
そして凹球面状の受座に対して転勤した球体は、その求
心作用によって元の位置に戻る。The sphere that has been transferred to the concave spherical seat returns to its original position due to its centripetal action.
従って本発明装置によれば、地震時における水平方向の
振動の大部分を吸収することができるから、建物等の構
築物において免震を要求す゛る側の振動を大幅に減少さ
せることができる。Therefore, according to the device of the present invention, it is possible to absorb most of the vibrations in the horizontal direction during an earthquake, so it is possible to significantly reduce the vibrations on the side of a structure such as a building that requires seismic isolation.
(実施例) 以下、図面について本発明の詳細な説明する。(Example) Hereinafter, the present invention will be described in detail with reference to the drawings.
図中1 (第5,6図参照)は地盤、2は構築物である
建物、3は地盤1に下部を埋設した布基礎、4は栗石で
ある。In the figure, 1 (see Figures 5 and 6) is the ground, 2 is a building, 3 is a cloth foundation whose lower part is buried in the ground 1, and 4 is chestnut stone.
そして第5図の場合は、布基礎3と一体に結合した部材
5が地盤側部材であり、この地盤側部材5より上方の建
物2と一体の部材6が免震側部材である。In the case of FIG. 5, the member 5 that is integrally connected to the cloth foundation 3 is the ground side member, and the member 6 that is integrated with the building 2 above this ground side member 5 is the seismic isolation side member.
また第6図の場合は、布基礎3と一体に結合した建物2
0基礎梁が地盤側部材5であり、この基礎梁5上に浮上
するように設けた床部材が免震側部材6である。なお7
は建物2内の壁面、8は免震側床部材6上に載置した電
算機等の免震が必要な機器である。In addition, in the case of Fig. 6, the building 2 is integrally connected to the cloth foundation 3.
The foundation beam 0 is the ground side member 5, and the floor member provided so as to float above the foundation beam 5 is the seismic isolation side member 6. Note 7
is a wall inside the building 2, and 8 is equipment that requires seismic isolation, such as a computer placed on the seismic isolation side floor member 6.
本実施例においては第1図〜第3図に示すように、方形
板状体の中央部に凹球面9a(第1.3図参照)を形成
すると共に、方形板状体の四隅部にそれぞれボルト孔9
b、 9cを設け、さらに方形板状体の一側面にストッ
パー用突片9dを突設した受座9を、地盤側部材5上に
載置して4本のボルト10により固定する。なおlOa
はボルトの円形頭部に形成した六角穴である。In this embodiment, as shown in Figs. 1 to 3, a concave spherical surface 9a (see Fig. 1.3) is formed at the center of the rectangular plate, and each of the four corners of the rectangular plate is formed with a concave spherical surface 9a (see Fig. 1.3). Bolt hole 9
b, 9c, and a stopper protrusion 9d protruding from one side of the rectangular plate-shaped body is placed on the ground side member 5 and fixed with four bolts 10. Furthermore, lOa
is a hexagonal hole formed in the circular head of the bolt.
また方形板状体の中央部に円形凹陥部11aを設けると
共に、その周囲にねじllbを形成し、その円形凹陥部
11aの中心に半球状凹部11Cを設け、方形板状体の
四隅部にそれぞれボルト孔lld、 lieを設け、さ
らに方形板状体の一側面に前記ストッパー用突片9dと
係合するストッパー用フックllfを突設して球体保持
部材11を一体に形成し、この球体保持部材11を免震
側部材6の下面にあてがって4本のポル)10により固
定する。Further, a circular recess 11a is provided in the center of the rectangular plate, a screw llb is formed around it, a hemispherical recess 11C is provided in the center of the circular recess 11a, and a hemispherical recess 11C is provided at each of the four corners of the rectangular plate. Bolt holes lld and lie are provided, and a stopper hook llf that engages with the stopper protrusion 9d is provided protrudingly on one side of the rectangular plate-like body to integrally form the sphere holding member 11. 11 is applied to the lower surface of the seismic isolation side member 6 and fixed with four poles 10.
そして半球状凹部11c内に球体12を嵌装すると共に
、球体押えリング13をねじllbに螺合して、球体1
2を回転自在に保持すると共に、この球体12の露出部
を前記受座9の凹球面9aと接合させて本発明の免震装
置へを構成する。Then, the sphere 12 is fitted into the hemispherical recess 11c, and the sphere retaining ring 13 is screwed onto the screw llb.
2 is rotatably held, and the exposed portion of this sphere 12 is joined to the concave spherical surface 9a of the seat 9 to constitute the seismic isolation device of the present invention.
なお第4図は、受座9と球体保持部材11とを第1図の
逆にした実施例を示すものであり、本発明は第1図また
は第4図のいずれでもよい。またストッパーとして第1
図〜第3図に示した突片9dとフックllfとは必要に
応じて設ければよい。Note that FIG. 4 shows an embodiment in which the seat 9 and the sphere holding member 11 are reversed from those in FIG. 1, and the present invention may be applied to either FIG. 1 or FIG. 4. It is also the first stopper.
The protruding piece 9d and the hook Ilf shown in FIGS. 3 to 3 may be provided as necessary.
第5図は建物2の布基礎3と接続した地盤側部材5と、
その上方の免震側部材6との間に本発明の免震装置Aを
設けた実施例であり、第6図は建物20基礎梁である地
盤側部材5上に浮き上がった状態で設ける床部材6を本
発明の免震装置Aを介して支承した実施例であり、図中
14は床部材6の側縁と壁面7との間に介装したスポン
ジ状のパツキンである。FIG. 5 shows the ground side member 5 connected to the cloth foundation 3 of the building 2,
This is an embodiment in which the seismic isolation device A of the present invention is provided between the seismic isolation side member 6 above the seismic isolation side member 6, and FIG. 6 is supported via the seismic isolation device A of the present invention, and 14 in the figure is a sponge-like packing interposed between the side edge of the floor member 6 and the wall surface 7.
本発明の免震装置Aは上述のように構成したから、例え
ば第5図の実施例において地震が発生すると、地盤1と
、布基礎3およびこれと一体的に結合された地盤側部材
5が共に振動するが、免震側部材6と一体の建物2の上
部構造物はその慣性によって静止状態を維持しようとす
る。このため免震装置Aの球体12が受座9の凹球面9
aと転勤して一旦球体12が凹球面9aの中心から離れ
るが、凹球面9aに対する球体12の求心作用によって
球体12はゆるやかに元の位置に戻る。Since the seismic isolation device A of the present invention is configured as described above, when an earthquake occurs in the embodiment shown in FIG. 5, for example, the ground 1, the cloth foundation 3, and the ground side member 5 integrally connected Although both vibrate, the upper structure of the building 2 that is integrated with the seismic isolation side member 6 tries to maintain a stationary state due to its inertia. Therefore, the sphere 12 of the seismic isolation device A is the concave spherical surface 9 of the catch seat 9.
Although the sphere 12 once moves away from the center of the concave spherical surface 9a, the sphere 12 gently returns to its original position due to the centripetal action of the sphere 12 with respect to the concave spherical surface 9a.
したがって地震発生時においても本発明によれば、免震
側の水平振動を殆ど吸収することができる。Therefore, even when an earthquake occurs, according to the present invention, most horizontal vibrations on the base isolation side can be absorbed.
なお第1図に示す突片9dとフックllfとよりなるス
トッパー装置は、免震装置への上下方向の離間を防止す
ると共に、水平方向の差動量も限度内に抑制する作用を
するものである。しかしながらこのストッパー装置は必
要に応じて設ければよい。The stopper device shown in Fig. 1, which consists of a protruding piece 9d and a hook llf, has the function of preventing the seismic isolation device from being separated in the vertical direction, and also suppressing the amount of horizontal differential movement within limits. be. However, this stopper device may be provided as required.
また第6図の実施例は、建物2内の床部材6のみを免震
構造にしたものであり、これは電算機等のような免震機
能を要求される機器8を設置する部屋の床構造として適
しているものである。In addition, in the embodiment shown in FIG. 6, only the floor member 6 in the building 2 has a seismic isolation structure, and this is used for the floor of a room where equipment 8 such as a computer etc. that requires a seismic isolation function is installed. It is suitable as a structure.
(発明の効果)
上述のように本発明においては、回転自在な球体12と
、この球体12と接合する凹球面9aを有する受座9と
よりなる接手を、構築物の地盤側部材5と免震側部材6
との間に設けるようにしたから、地震発生時に地盤およ
び地盤側部材が振動しても、その水平方向の振動は前記
球体12が凹球面状の受座9に対して転勤することによ
って大部分が吸収される。(Effects of the Invention) As described above, in the present invention, the joint consisting of the rotatable sphere 12 and the seat 9 having the concave spherical surface 9a that is connected to the sphere 12 is connected to the ground side member 5 of the structure for seismic isolation. Side member 6
Therefore, even if the ground and ground-side members vibrate when an earthquake occurs, most of the horizontal vibration is caused by the movement of the sphere 12 relative to the concave spherical catch 9. is absorbed.
そして凹球面状の受座9に対して転勤した球体12は、
その求心作用によって元の位置に戻る。The sphere 12 transferred to the concave spherical catch seat 9 is
Its centripetal action returns it to its original position.
従って本発明装置によれば、地震時における水平方向の
振動の大部分を吸収することができるから、建物等の構
築物において免震を要求する側の振動を大幅に減少させ
ることができる。Therefore, according to the device of the present invention, most of the horizontal vibrations during an earthquake can be absorbed, so that vibrations on the side requiring seismic isolation in a structure such as a building can be significantly reduced.
また本発明装置は上述のように構造が非常に簡単である
から、製造が容易でコストも低下するというすぐれた効
果が得られる。Further, since the device of the present invention has a very simple structure as described above, excellent effects such as ease of manufacture and reduction in cost can be obtained.
第1図は本発明装置の縦断面図、
第2図は第1図の■−■線による矢視図、第3図は第1
図の■−■線による矢視図、第4図は第1図の変形例を
示す縦断面図、第5図は本発明装置の使用例を示す立面
図、第6図は他の使用例である建物の内部を示す立面図
である。
1・・・地盤 2・・・建物3・・・布基
礎 4・・・栗石5・・・地盤側部材
6・・・免震側部材9・・・受座 9a
・・・凹球面10・・・ボルト11・・・球体保持部材
12・・・球体 13・・・球体押えリン
グA・・・免震装置Fig. 1 is a longitudinal sectional view of the device of the present invention, Fig. 2 is a view taken along the line ■-■ in Fig. 1, and Fig. 3 is a longitudinal cross-sectional view of the device of the present invention.
Fig. 4 is a vertical sectional view showing a modification of Fig. 1, Fig. 5 is an elevation view showing an example of the use of the device of the present invention, and Fig. 6 is a view taken along the line ■-■ in the figure. FIG. 2 is an elevational view showing the interior of an example building. 1... Ground 2... Building 3... Cloth foundation 4... Chestnut stone 5... Ground side members
6... Seismic isolation side member 9... Seat 9a
... Concave spherical surface 10 ... Bolt 11 ... Sphere holding member 12 ... Sphere 13 ... Sphere holding ring A ... Seismic isolation device
Claims (1)
て、前記いずれか一方の部材に球体を回転自在に嵌装す
ると共に、その球体の一部を露出させ、この球体の露出
部と接合する凹球面を有する受座を前記他方の部材に設
けたことを特徴とする免震装置。1. At the joint between the ground side member and the seismic isolation side member of the structure, a sphere is rotatably fitted into one of the members, and a part of the sphere is exposed, and the exposed part of the sphere and A seismic isolation device characterized in that the other member is provided with a seat having a concave spherical surface to be joined.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9527887A JPS63261027A (en) | 1987-04-20 | 1987-04-20 | Earthquake damping apparatus |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9527887A JPS63261027A (en) | 1987-04-20 | 1987-04-20 | Earthquake damping apparatus |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS63261027A true JPS63261027A (en) | 1988-10-27 |
Family
ID=14133307
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9527887A Pending JPS63261027A (en) | 1987-04-20 | 1987-04-20 | Earthquake damping apparatus |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS63261027A (en) |
-
1987
- 1987-04-20 JP JP9527887A patent/JPS63261027A/en active Pending
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