JPH069260Y2 - Seismic isolation device - Google Patents

Seismic isolation device

Info

Publication number
JPH069260Y2
JPH069260Y2 JP7058987U JP7058987U JPH069260Y2 JP H069260 Y2 JPH069260 Y2 JP H069260Y2 JP 7058987 U JP7058987 U JP 7058987U JP 7058987 U JP7058987 U JP 7058987U JP H069260 Y2 JPH069260 Y2 JP H069260Y2
Authority
JP
Japan
Prior art keywords
lower plate
building
seismic isolation
isolation device
plate
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
JP7058987U
Other languages
Japanese (ja)
Other versions
JPS63179308U (en
Inventor
明 柏木
明 出川
Original Assignee
大和建工株式会社
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 大和建工株式会社 filed Critical 大和建工株式会社
Priority to JP7058987U priority Critical patent/JPH069260Y2/en
Publication of JPS63179308U publication Critical patent/JPS63179308U/ja
Application granted granted Critical
Publication of JPH069260Y2 publication Critical patent/JPH069260Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は地震による構築物の水平振動を低減する目的
で、地盤とその上に設けた基礎及び構築物との間に設置
する免震装置に関するものである。
[Detailed Description of the Invention] [Industrial field of application] The present invention relates to a seismic isolation device installed between the ground and a foundation provided on the ground and the structure for the purpose of reducing horizontal vibration of the structure due to an earthquake. Is.

〔従来の技術〕[Conventional technology]

従来、この種の装置は積層ゴムの変形により低減効果を
奏するようにしているが、材質の経年劣化は避けられ
ず、又繰返し応力を受けた際の破断に対してフェールセ
ーフ機構、ダンパー機構等の補助装置が必要とされてい
る。
Conventionally, this type of device is designed to have a reducing effect by deformation of laminated rubber, but deterioration over time of the material is unavoidable, and a fail-safe mechanism, a damper mechanism, etc. against breakage under repeated stress. Auxiliary devices are needed.

〔考案が解決しようとする課題〕[Problems to be solved by the device]

本考案の課題は、前記従来の欠点を解消し、経年劣化が
なく、補助装置も不必要で、繰返し応力を受けても破壊
することのない免震装置を提供することにある。
An object of the present invention is to provide a seismic isolation device that eliminates the above-mentioned conventional drawbacks, does not deteriorate with age, requires no auxiliary device, and does not break even when subjected to repeated stress.

〔課題を解決するための手段〕[Means for Solving the Problems]

本発明の手段は次のとおりである。 The means of the present invention are as follows.

鋼材、セラミック等の硬質素材で成形した上盤と下盤
と、両盤の間に介在させる多数の球体から構成され、上
盤の下面に球面状凸面を形成し、下盤の上面に球面凹面
を設け、前記球体は下盤の球面状凹面と上盤の球面状凸
面に挾まれ、下盤は地盤上に設置し、上盤によって構築
物を支えることを特徴とする免震装置。
It consists of an upper plate and a lower plate made of hard materials such as steel and ceramics, and a number of spheres that are interposed between the two plates.A spherical convex surface is formed on the lower surface of the upper plate, and a spherical concave surface is formed on the upper surface of the lower plate. The seismic isolation device is characterized in that the sphere is sandwiched between the spherical concave surface of the lower plate and the spherical convex surface of the upper plate, and the lower plate is installed on the ground, and the structure supports the upper plate.

〔実施例〕〔Example〕

第1図は地盤1と建築物2に地震動が働いている時の建
築物2の横揺れの原理を示したもので、図中3は地表の
横揺れ状態を示し、4が建築物2の揺れを示している。
Fig. 1 shows the principle of rolling of the building 2 when earthquake motion acts on the ground 1 and the building 2. In the figure, 3 shows the rolling state of the ground surface, and 4 shows the building 2 It shows shaking.

一般の建築物では上部ほどはげしく揺れ、変形が多い。In general buildings, the upper part of the building shakes violently and is deformed.

第2図は本考案の装置の設置場所及び期待される効果を
模式的に示している。
FIG. 2 schematically shows the installation location of the device of the present invention and expected effects.

図中5は地盤1上に設けた基礎、6は本考案の装置で、
地震動を受けたとき、建築物2の揺れは符号4で示した
ように少ない。
In the figure, 5 is a foundation provided on the ground 1, 6 is the device of the present invention,
When the building 2 is subjected to an earthquake motion, the shaking of the building 2 is small as indicated by reference numeral 4.

第3図及び第4図は本考案の実施例を示し、図中7は下
盤、8は球体、9は上盤である。下盤7は上面にすり鉢
形の球面状凹面11と中心に平面部10を形成し、周囲
にストッパー面13を設け、上盤9の下面は球面状凸面
12を設け、球体8は下盤7の球面状凹面11、平面部
10と、上盤9の球面状凸面12に挾まれる。
3 and 4 show an embodiment of the present invention, in which 7 is a lower plate, 8 is a sphere, and 9 is an upper plate. The lower board 7 has a mortar-shaped spherical concave surface 11 on the upper surface and a flat surface portion 10 at the center, a stopper surface 13 is provided on the periphery, a lower surface of the upper board 9 has a spherical convex surface 12, and the sphere 8 is a lower board 7. It is sandwiched between the spherical concave surface 11 and the flat surface portion 10 and the spherical convex surface 12 of the upper plate 9.

〔作用〕[Action]

地震動により基礎5が水平振動すると、上盤9が球体
8,8にのって水平移動する。このため球体8,8の回
転に伴ない下盤の球面状凹面11と球体8との間の抵抗
が低減する。
When the foundation 5 horizontally vibrates due to the earthquake motion, the upper plate 9 moves horizontally on the spheres 8 and 8. Therefore, the resistance between the spherical concave surface 11 of the lower plate and the sphere 8 decreases as the spheres 8 rotate.

又上盤の移動によりストッパー面13により受け止めら
れ脱落を防止し、大巾な横移動を阻止する。更に上盤は
横移動により稍々上昇するので、地震等によって生じた
水平振動による水平移動が建築物自体を上部に押上げる
力に変わる。このため水平移動が建物の自重に働く地球
の重力によって自然に元に戻る力となる。
Further, when the upper plate is moved, it is received by the stopper surface 13 to prevent the stopper plate 13 from falling off and prevent a large lateral movement. Furthermore, since the upper board rises slightly due to lateral movement, horizontal movement due to horizontal vibration caused by an earthquake or the like changes into a force that pushes the building itself upward. Therefore, the horizontal movement is a force that naturally returns to the original due to the gravity of the earth, which acts on the weight of the building.

〔考案の効果〕[Effect of device]

本考案によれば、地震動によって生じた水平移動で建築
物自体を押上げる力が働き、建物の自重に働く地球の重
力によって自然に元に戻る力となり、従って水平振動が
直接建築物に伝わらず、大巾な横揺れを防止し、建築物
への地震による損傷を最小限にとどめることができる。
According to the present invention, the force that pushes up the building itself is exerted by the horizontal movement caused by the earthquake motion, and the gravity of the earth, which acts on the weight of the building, naturally returns it to its original state. Therefore, horizontal vibration is not directly transmitted to the building. Prevents extensive rolling and minimizes damage to buildings due to earthquakes.

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

第1図は地震による建築物の横揺れ状態を示す図、第2
図は本考案の装置の設置箇所を示す模式的説明図、第3
図は免震装置の縦断正面図、第4図は下盤の斜視図、第
5図は上盤の斜視図である。 1…地震、2…建築物 7…下盤、8…球体 9…上盤、10…平面部 11…球状凹面、12…球状凸面 13…ストッパー面
Fig. 1 is a diagram showing the state of rolling of a building due to an earthquake.
The figure is a schematic explanatory view showing the installation location of the device of the present invention, the third
The figure is a vertical sectional front view of the seismic isolation device, FIG. 4 is a perspective view of a lower panel, and FIG. 5 is a perspective view of an upper panel. 1 ... Earthquake, 2 ... Building 7 ... Lower plate, 8 ... Sphere 9 ... Upper plate, 10 ... Flat part 11 ... Spherical concave surface, 12 ... Spherical convex surface 13 ... Stopper surface

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】下記(イ)(ロ)(ハ)3要素の結合から成り立つ
免震装置。 (イ)鋼材、セラミック等の硬質素材で成形した上盤と下
盤と、両盤の間に介在させる多数の球体から構成されて
いること、 (ロ)上盤の下面に球面状凸面を形成し、下盤の上面に球
面凹面を設けること、 (ハ)前記球体は下盤の球面状凹面と上盤の球面状凸面に
挾まれ、下盤は地盤上に設置し、上盤によって構築物を
支えること。
1. A seismic isolation device comprising a combination of the following three items (a), (b) and (c). (A) Being composed of an upper and lower plate made of a hard material such as steel or ceramic, and a large number of spheres interposed between both plates, (b) Forming a spherical convex surface on the lower surface of the upper plate Then, provide a spherical concave surface on the upper surface of the lower plate, (c) the sphere is sandwiched between the spherical concave surface of the lower plate and the spherical convex surface of the upper plate, the lower plate is placed on the ground, and the structure is constructed by the upper plate. To support.
JP7058987U 1987-05-12 1987-05-12 Seismic isolation device Expired - Lifetime JPH069260Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7058987U JPH069260Y2 (en) 1987-05-12 1987-05-12 Seismic isolation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7058987U JPH069260Y2 (en) 1987-05-12 1987-05-12 Seismic isolation device

Publications (2)

Publication Number Publication Date
JPS63179308U JPS63179308U (en) 1988-11-21
JPH069260Y2 true JPH069260Y2 (en) 1994-03-09

Family

ID=30912363

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7058987U Expired - Lifetime JPH069260Y2 (en) 1987-05-12 1987-05-12 Seismic isolation device

Country Status (1)

Country Link
JP (1) JPH069260Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2536251Y2 (en) * 1990-03-03 1997-05-21 株式会社中野建築研究所 Spherical bearing
JP3195512B2 (en) * 1995-03-02 2001-08-06 住友建設株式会社 Seismic isolation structure

Also Published As

Publication number Publication date
JPS63179308U (en) 1988-11-21

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