JPH01304239A - Earthquake-isolating elastic part - Google Patents

Earthquake-isolating elastic part

Info

Publication number
JPH01304239A
JPH01304239A JP13197688A JP13197688A JPH01304239A JP H01304239 A JPH01304239 A JP H01304239A JP 13197688 A JP13197688 A JP 13197688A JP 13197688 A JP13197688 A JP 13197688A JP H01304239 A JPH01304239 A JP H01304239A
Authority
JP
Japan
Prior art keywords
seismic isolation
elastic
connecting plate
plate
earthquake
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
JP13197688A
Other languages
Japanese (ja)
Inventor
Isao Hayashi
林 功生
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP13197688A priority Critical patent/JPH01304239A/en
Publication of JPH01304239A publication Critical patent/JPH01304239A/en
Pending legal-status Critical Current

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

Abstract

PURPOSE:To obtain an earthquake-proof device to avoid damage suffering from an earthquake by a method in which elastic parts are attached on the same axis in a well-balanced manner to upper and lower faces of a plate connector of metal, plastics, etc., and inserted between the base of building and the foundation. CONSTITUTION:Elastic parts 2 are connectedly set in a well-balanced manner on the upper and lower faces of a rectangular connecting plate 1, and fitting plates 3 of the same form as the plate 1 are fixed to the upper end of the upper part 2 and the lower end of the lower part 2. An earthquake-isolating elastic part is placed on the concrete foundation 5, and anchor bolts 6 projectionally set on the foundation 5 are fixed to the holes 8 of the lower fitting plate 3 with nuts 9. Furthermore, a base 4 is placed on the plate 3 above the elastic parts and fixed with bolt and nut 7 by using a fitting hole 8. The fitting can thus be easily attained, and the vibration or rocking movement of building can also be lessened to avoid the occurrence of damage.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、建築物、建築物中の床部材、道路又は避難広
場等の免震装置として使用する免震用りi性部材に関す
るものである。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to a seismic isolation member used as a seismic isolation device for buildings, floor members in buildings, roads, evacuation plazas, etc. be.

[従来の技術] 建築物の免震装置として使用される免震弾性部材には、
単体の積層ゴムやバネ類が知られている。
[Prior art] Seismic isolation elastic members used as seismic isolation devices for buildings include:
Single laminated rubber and springs are known.

上記の単体の積層ゴム又はバネ等のいずれの免震装置に
関しても、上記道路又は避難広場に、これを装備させて
免震化を図る思想は未だ存在していない。
With regard to any of the above seismic isolation devices such as single layered rubber or springs, there is no idea yet of equipping the roads or evacuation plazas with them to provide seismic isolation.

[発明が解決しようとする問題点] 上記のような単体の積層ゴム又はバネ類では、前記建築
物又は建築物の床部材等に装着するについて、個々に位
置関係を定め、かつ個々に増刊けるため取扱いが面倒で
ある。
[Problems to be Solved by the Invention] In the case of single laminated rubber or springs as described above, the positional relationship should be determined individually for attachment to the building or the floor members of the building, etc. Therefore, handling is troublesome.

本発明は、」−記の欠点を解消し、かつ建築物、建築物
の床部材、道路又は避難広場等の免震装置のいずれとし
ても使用することのできる免震部材を構成することを目
的としたものである。
An object of the present invention is to eliminate the drawbacks mentioned above and to construct a seismic isolation member that can be used as a seismic isolation device for buildings, building floor members, roads, evacuation plazas, etc. That is.

[問題点を解決するだめの手段] 本発明の−の構成の要旨とするところは、連結板の上面
及び下面にそれぞれ複数の弾性体を連設した免震用りl
性部材である。
[Means for Solving the Problems] The gist of the structure of the present invention (-) is to provide a seismic isolation device in which a plurality of elastic bodies are arranged in series on the upper and lower surfaces of the connecting plates, respectively.
It is a sexual member.

上記連結板は、通常、1rrf以下の長方形、正方形又
は円形等の板材が取扱上の都合からみて適当である。材
質としては、金属、プラスチックその他を自由に採用す
ることができる。後述するように、連結板の」二面に取
付けた弾性体と下面に増刊けた弾性体とを、各々上下方
向同軸上に位置させる場合には、」−記連結板は、必ず
しもそれ程の強度が要求されない。しかし同軸」二に位
置yせない場合には、上方のりi性体が受けた負荷を、
この連結板により下方の複数の弾性体に分散することに
なるので、それに対応する充分な余裕のある強度が必要
となる。必要な充分な強度は、その使用目的、たとえば
、建築物の躯体を支える免震装置として用いるか、また
は床部材の下面等に置設する免震装置として用いるかに
より、大きく異なるので、それに対応して定める。
For the above-mentioned connecting plate, a rectangular, square, or circular plate material with a size of 1 rrf or less is usually suitable from the viewpoint of handling convenience. As for the material, metal, plastic, etc. can be freely adopted. As will be described later, when the elastic bodies attached to the two sides of the connecting plate and the elastic body attached to the lower side are located coaxially in the vertical direction, the connecting plate does not necessarily have such strength. Not required. However, if it cannot be positioned coaxially, the load applied to the upper horizontal body is
Since this connecting plate will disperse the energy to a plurality of elastic bodies below, it is necessary to have sufficient strength to accommodate this. The necessary sufficient strength varies greatly depending on the purpose of use, for example, whether it is used as a seismic isolation device to support the frame of a building or as a seismic isolation device installed on the underside of a floor member. shall be determined.

前記弾性体は、」一連のように、連結板の上面及び下面
に増刊けたそれが同一軸上に位置するように取付けるか
、または、そうでなく増刊けることができる。とちらか
といえば前者か適当である。
The elastic bodies may be attached to the upper and lower surfaces of the connecting plate in a series so that they are located on the same axis, or they may be attached to the upper and lower surfaces of the connecting plate. If anything, the former is more appropriate.

なおいずれにしても弾性体は連結板の上面又は下面にバ
ランスを保持できるように取(=Jける。
In any case, the elastic body is placed on the upper or lower surface of the connecting plate to maintain balance.

]−記弾性体は、様々な形状に成形することか可能であ
る。たとえば、円柱状に、連結板に向かって大径になる
テーパ状円柱に、または途中から上記連結板に向かって
小径になるテーパ状内相に構成することができる。また
その他の形状も可能である。材質は、必要な弾性、機械
的強度及び耐候性等を有するものであれば、特定のもの
に限定されない。天然ゴム系又はクロロブレン系の合成
ゴム等か概ね適当である。
]-The elastic body can be molded into various shapes. For example, it can be formed into a cylindrical shape, a tapered cylinder whose diameter becomes larger toward the connecting plate, or a tapered inner phase whose diameter becomes smaller halfway toward the connecting plate. Other shapes are also possible. The material is not limited to a specific material as long as it has the necessary elasticity, mechanical strength, weather resistance, etc. Natural rubber-based or chloroprene-based synthetic rubber is generally suitable.

また連結板の上面の弾性体の上端及び連結板の下面のり
を外体の下端に、各々取4=j板を固iQするのが、建
築物、建築物の床材その他の要免震対象に増刊けるのに
都合が良い。
In addition, the upper end of the elastic body on the upper surface of the connecting plate and the glue on the lower surface of the connecting plate are fixed to the lower end of the outer body, respectively, and 4=j plates are fixed iQ for buildings, flooring materials of buildings, and other objects requiring seismic isolation. It is convenient for reprinting.

本発明の二の構成の要旨とするところは、上下の取付板
の間に、複数の弾性体を挿入して挟持状態に保持させた
免震用弾性部材である。
The gist of the second configuration of the present invention is an elastic member for seismic isolation in which a plurality of elastic bodies are inserted between upper and lower mounting plates and held in a sandwiched state.

」二記上下の取付板は、前記連結板と同様な寸法の正方
形、長方形又は円形等に構成することができる。材質も
前記連結板のそれと同様である。
2. The upper and lower mounting plates may be configured to have a square, rectangular, or circular shape with the same dimensions as the connecting plate. The material is also the same as that of the connecting plate.

」−配列外体の形状及び材質に関しても前記本発明の−
のそれと同様である。
” - The shape and material of the outer array body also apply to the present invention.
It is similar to that of .

[作用] しかして以上の免震用弾性部材は、たとえば、建築物の
免震装置として使用する場合には、土台と基礎との間に
挿入する。勿論土台と免震用弾性部材の」一方の弾性体
とを接着剤又はその他の結合手段で結合し、更に下方の
弾性体と基礎とも同様にして結合する。
[Function] When the seismic isolation elastic member described above is used as a seismic isolation device for a building, for example, it is inserted between a foundation and a foundation. Of course, the base and one elastic body of the seismic isolation elastic member are bonded together using adhesive or other bonding means, and the lower elastic body and the foundation are also bonded in the same manner.

上方の弾性体には上端に、下方の弾性体には下端に、そ
れぞれ取付板を付設した場合には、取付板をそれぞれ対
象となる基礎又は土台に取付けることで簡単に結合でき
る。この結合はボルト・ナツト等によるのが適当である
If a mounting plate is attached to the upper end of the upper elastic body and the lower end of the lower elastic body, they can be easily connected by attaching the mounting plates to the respective foundations or bases. This connection is suitably made using bolts, nuts, etc.

このように建築物の土台と基礎との間に挿入配設すると
、建築物の固有周期が長周期化することになるので、加
速度応答が小さくなり、地震の際に、その大きな振動に
拘らず建築物の振動又は揺動を小さくし、それによる被
害を避けることができる。
When inserted between the foundations of a building in this way, the natural period of the building becomes longer, so the acceleration response becomes smaller, and in the event of an earthquake, regardless of the large vibration, It is possible to reduce the vibration or shaking of a building and avoid damage caused by it.

また種々の床板等の床部材に取付ける場合は、その下面
に免震用骨性部材を固設する。連結板の」二面側の弾性
体を床部材の下面に接着剤等により固設する。取付板を
、上方の弾性体の上端及び下方の弾性体の下端に取付た
タイプの免震用骨性部材を採用した場合には、上方の取
付板を床部材の下面に接合固着することで床部材に容易
に取(4けることができる。この方が取付けは容易であ
る。
In addition, when attaching to floor members such as various floorboards, a seismic isolation bony member is fixed to the lower surface thereof. The elastic body on the second side of the connecting plate is fixed to the lower surface of the floor member with adhesive or the like. If a seismic isolation bony member of the type in which the mounting plate is attached to the upper end of the upper elastic body and the lower end of the lower elastic body is adopted, the upper mounting plate can be bonded and fixed to the bottom surface of the floor member. It can be easily attached to the floor member (4).It is easier to install this way.

このように床部材に免震用弾性部材を取イ1けて建築物
の床下地」−に設置すると、地震の際に、げ染物自体が
大きく揺れても、床面ば僅かな振動が伝達されるのみで
、この上に設置した物品類等を保護することができる。
In this way, if a seismic isolation elastic member is installed in the flooring of a building, even if the dyed material itself shakes greatly during an earthquake, only a slight vibration will be transmitted to the floor surface. It is possible to protect the articles, etc. installed on top of this.

地震以外の振動等も減衰させることは言うまでもない。Needless to say, it also damps vibrations other than earthquakes.

また歩行感も柔らげる。It also makes walking feel softer.

道路又は避難広場に設置する場合は、これかたとえば、
コンクリート舗装路面で構成されている場合には、免震
用弾性部材を、路盤とコンクリート版との間に挿入する
のが適当である。上下の弾性体の路盤又はコンクリート
版との接続等は以上の他の例の説明と同様である。この
場合には、更に道路の両側と路外又は避難広場の周囲と
その外側との間髪こ]★、ゴム類等のクツション部材を
挿入しておくべきである。
When installing on a road or evacuation plaza, use this or, for example,
If the road is constructed of concrete pavement, it is appropriate to insert an elastic member for seismic isolation between the roadbed and the concrete slab. The connections between the upper and lower elastic bodies with the roadbed or concrete slab are the same as those described in the other examples above. In this case, cushioning materials such as rubber should be inserted between both sides of the road and the outside of the road or around the evacuation plaza.

しかしてこのように免震用弾性部材を使用すると、道路
の路面が、地震等に際しても余り大きく揺れないので、
走行中の自動車等の安全が確保在れ、かつ避難広場等で
あれば、この広場の揺れを減少させて、避難者の安全を
確保することができる。
However, when seismic isolation elastic members are used like levers, the road surface does not shake too much even in the event of an earthquake, etc.
If the safety of moving cars, etc. can be ensured and the area is an evacuation plaza, the shaking of the plaza can be reduced to ensure the safety of evacuees.

以」−本発明の−の免震弾性部材は連結板を挟んで上下
二段に弾性体を配置しであるので、免震効果が上方の弾
性体と下方の弾性体とにより二段階に確保される。
The seismic isolation elastic member of the present invention has elastic bodies arranged in two stages, upper and lower, with a connecting plate in between, so that the seismic isolation effect is ensured in two stages by the upper elastic body and the lower elastic body. be done.

本発明の二の免震用弾性部材は、要免震対象への数句け
は、必ず数句板を接続固定することで行なわれること、
及び免震効果が一段階で行なわれることを除けば、用法
等は本発明の−と同様である。
In the second aspect of the present invention, the elastic member for seismic isolation is such that the installation of a seismic isolation target to an object requiring seismic isolation is always performed by connecting and fixing the seismic board.
The method of use is the same as that of the present invention except that the seismic isolation effect is achieved in one step.

[実施例] 以下図面に基づいて本発明の−の第一の実施例を説明す
る。
[Example] A first example of the present invention will be described below based on the drawings.

第1図(a) 、 (b)に示したように、長方形の連
結板lの」二面及び下面にそれぞれ複数の弾性体2.2
・・・をバランス良く連設し、上方の弾性体2.2・・
・の上端及び下方の弾性体2.2・・・の下端に、それ
ぞれ上記連結板1と同形の取付板3.3を固設する。
As shown in FIGS. 1(a) and 1(b), a plurality of elastic bodies 2.2 are provided on the second and lower surfaces of the rectangular connecting plate l, respectively.
... are arranged in a well-balanced manner, and the upper elastic body 2.2...
- Attachment plates 3.3 having the same shape as the connecting plate 1 are fixed to the upper end and the lower end of the lower elastic bodies 2.2, respectively.

上記連結板1は金属板で構成した。」二記取イ」板3.
3も同様である。
The connecting plate 1 was made of a metal plate. ``Second Note A'' Board 3.
The same applies to 3.

また」1記弾性体2.2・・・は、連結板lの上下に取
付けるそれを相互に同軸上に配置する。−に配列外体2
.2・・・と連結板l及び取付板3.3との結合はいず
れも接着剤で行なう。
In addition, the elastic bodies 2, 2, . − to array outer body 2
.. 2... and the connecting plate 1 and the mounting plate 3.3 are all connected with adhesive.

」1記弾性体2.2・・・は、クロロプレン系の合成ゴ
ムにより、円柱状に成形した。
1. Elastic body 2.2... was molded into a cylindrical shape from chloroprene-based synthetic rubber.

ここでは、この免震用弾性部材を木造建築物の免震に用
いる例を説明する。
Here, an example in which this seismic isolation elastic member is used for seismic isolation of a wooden building will be described.

第2図に示したように、この免震用弾性部材は、建築物
の」1台4とコンクリート基礎5との間に挿入して使用
する。
As shown in FIG. 2, this seismic isolation elastic member is used by being inserted between the base 4 of the building and the concrete foundation 5.

設置は、土台4をコンクリート基礎5に配設する前に、
コンクリート基礎5上に免震用弾性部材を載置して行な
う。上記載置は、下方の取付板3の取付孔8.8.8に
、コンクリート基faS上に突設構成したアンカーボル
ト6を貫通させつつ行ない、統いてナツト9.9.9で
締付けて固定する。
For installation, before placing the foundation 4 on the concrete foundation 5,
This is done by placing an elastic member for seismic isolation on the concrete foundation 5. The above installation is carried out by passing the anchor bolt 6 protruding from the concrete base faS through the mounting hole 8.8.8 of the lower mounting plate 3, and fixing it by tightening it with the nut 9.9.9. do.

土台4も上記免震用弾性部材の上方の取付板3」二に載
置し、上記取付孔8.8.8を利用してボルト・ナツト
7で接続固定する。
The base 4 is also placed on the mounting plate 3'2 above the seismic isolation elastic member, and connected and fixed with bolts and nuts 7 using the mounting holes 8,8,8.

しかして」二記免震用弾性部材は、予め弾性体2.2・
・・の配置もバランス良く正確に定められており、かつ
複数のそれが連結板1に固定されているので、数句けが
極めて正確にスピーデイに行なわれる。この例の場合は
、更に上下の数句板3.3がイ1設しであるので、土台
4及びコンクリート基礎5への取付けは、取付板3.3
で行なえば良いので、更に能率的である。
However, the elastic member for seismic isolation described in 2.
. . are arranged accurately and in a well-balanced manner, and since a plurality of them are fixed to the connecting plate 1, several phrases can be written extremely accurately and quickly. In the case of this example, the top and bottom boards 3.3 are also installed with 1, so the installation to the foundation 4 and concrete foundation 5 is done by mounting the mounting board 3.3.
It is even more efficient because it can be done with

またこのように建築物の土台4とコンクリ−1・基礎5
との間に免震用弾性部材を挿入すると、建築物の固有周
期が長周期化され、その結果加速度応答が小さくなり、
地震の際に、その大きな振動又は揺動に拘らず建築物の
振動又は揺動を小さくし、それによる被害を避けること
ができる。しかもこの免震用弾性部材は、連結板1を間
に上下二段に弾性体2.2・・・を配しているので、二
段階に免震作用を生じるものである。
Also, like this, the building's foundation 4 and concrete 1/foundation 5
When an elastic member for seismic isolation is inserted between
To reduce the vibration or shaking of a building in the event of an earthquake, regardless of its large vibration or shaking, and to avoid damage caused by it. In addition, this seismic isolation elastic member has elastic bodies 2, 2, etc. disposed in two stages, upper and lower, between the connecting plate 1, so that the seismic isolation effect is produced in two stages.

第3図(a) 、 (b)は本発明の−の第二の実施例
を示したもので、円形の連結板11の」二面及び下面に
弾性体12.12・・・を固設したものである。
3(a) and 3(b) show a second embodiment of the present invention, in which elastic bodies 12, 12, etc. are fixed on the second and lower surfaces of the circular connecting plate 11. This is what I did.

弾性体12.12・・・は、円柱状で、途中から連結板
11に向かってテーパ状に細くなるように成形したもの
である。クロロプレン系の合成ゴムで成形した。
The elastic bodies 12, 12, . Molded from chloroprene-based synthetic rubber.

これは前記第一の実施例と同様に建築物の土台と基礎と
の間に挿入してその免震用に使用することができる。も
っともこの例は、土台と基礎との間に全範囲に渡って挿
入するというより、スポット的に配する場合に適する。
As in the first embodiment, this can be inserted between the base of a building and used for seismic isolation. However, this example is suitable for placing it in spots rather than inserting it over the entire area between the foundations.

取付けの容易性、免震効果の良好性等に関しては、前記
第一の実施例と同様である。
The ease of installation, good seismic isolation effect, etc. are the same as in the first embodiment.

第4図(a) 、 (b)は本発明の−の第三の実施例
を示したもので、正方形の連結板21の上面及び下面に
弾性体22.22・・・を固設したものである。弾性体
22.22・・・は、上記連結板21に向かって大径に
なるテーパ状円柱に成形したものである。クロロプレン
系の合成ゴムで成形した。
FIGS. 4(a) and 4(b) show a third embodiment of the present invention, in which elastic bodies 22, 22, etc. are fixed to the upper and lower surfaces of a square connecting plate 21. It is. The elastic bodies 22, 22, . . . are formed into tapered cylinders whose diameter increases toward the connecting plate 21. Molded from chloroprene-based synthetic rubber.

これは建築物の床面を構成する床板等の床部材の下面に
固設して使用するものである。床板の下面に接合固定し
た」二で床下地上に配設することにより、地震の際に、
建築物自体が大きく揺れても、床面ば僅かな振動が伝達
されるのみで、この上に設置した物品類等を保護する。
This is used by being fixed to the underside of floor members such as floorboards that make up the floor of a building. In the event of an earthquake, by installing it on the sub-floor surface with two pieces that are bonded and fixed to the underside of the floorboard,
Even if the building itself shakes greatly, only a small amount of vibration is transmitted to the floor surface, thus protecting articles installed on the floor surface.

その他の振動等も減衰させることは言うまでもない。ま
た歩行感も柔らかになる。
Needless to say, other vibrations and the like are also damped. It also makes walking feel softer.

第5図は本発明の二の実施例を示したもので、上下の取
付板31.31の間に、複数の円柱状弾性体32.32
・・・をバランス良く配置して挟持状態に保持させたも
のである。
FIG. 5 shows a second embodiment of the present invention, in which a plurality of cylindrical elastic bodies 32, 32 are disposed between upper and lower mounting plates 31, 31.
... are arranged in a well-balanced manner and held in a sandwiched state.

」二記弾性体32.32・・・は、クロロプレン系の合
成ゴムで成形したものであり、その上下端をそれぞれ接
着剤により取付板31.31に固設した。上記取付板3
1.31は、長方形の金属板で構成したものである。
The elastic bodies 32, 32, . Above mounting plate 3
1.31 is constructed from a rectangular metal plate.

この免震用弾性部材は、前記本発明の−の第一の実施例
と同様に建築物の免震装舒として使用することができる
。設置手順等設置の仕方は全く同一である。
This elastic member for seismic isolation can be used as a seismic isolation system for buildings, similar to the first embodiment of the present invention. Installation procedures and other installation methods are exactly the same.

作用の点では、弾性体32.32・・・が−段であるの
で、この点の免震作用が二段のものより少ないことを除
いては全く同様である。
In terms of action, since the elastic bodies 32, 32, .

[発明の効果] 本発明の−によれば、要免震対象への取付けの際に複数
の弾性体が予め正確に位置決めされているので、極めて
容易に正確に設置できる。
[Effects of the Invention] According to the aspect of the present invention, since the plurality of elastic bodies are accurately positioned in advance when being attached to a subject requiring seismic isolation, the elastic bodies can be installed very easily and accurately.

また連結板を間にして上下二段に弾性体を配設しである
ので、免震効果を二段階に生せしめることができる。
Furthermore, since the elastic bodies are arranged in two stages, upper and lower, with the connecting plate in between, the seismic isolation effect can be produced in two stages.

加えて上下に取付板を付設した場合には、これを用いて
要免震対象に簡単かつスピーデイに取付けることができ
る。
In addition, if mounting plates are provided on the top and bottom, they can be used to easily and quickly attach to the target subject to seismic isolation.

本発明の二によれば、要免震対象への取付けの際に複数
の弾性体が予め正確に位置決めされているので、極めて
正確に設置できる。更に上下の取付板により要免震対象
への取付けが簡単にスピーデイにできる。
According to the second aspect of the present invention, since the plurality of elastic bodies are accurately positioned in advance when being attached to a subject requiring seismic isolation, it can be installed extremely accurately. Furthermore, the upper and lower mounting plates allow for easy and speedy installation on areas requiring seismic isolation.

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

第1図〜第4図は本発明の−の実施例を示したものであ
る。 第1図及び第2図は第一の実施例を示したものである。 第1図(a)は免震用弾性部材の正面図、第1図(b)
は第1図(a)の平面図、第2図は免震用弾性部材を、
げ染物の土台とコンクリート基礎との間に挿入した状態
を示した一部切欠概略断面図である。 第3図は第二の実施例を示したもので、第3図(a)は
免震用弾性部材の正面図、第3図(b)は平面図である
。 第4図は第三の実施例を示したもので、第4図(a)は
免震用弾性部材の正面図、第4図(b)は平面図である
。 第5図は本発明の二の実施例を示したもので、第5図(
a)はその正面図、第5図(b)は平面図である。 ■、11.21・・・連結板、2.12.22.32・
・・弾性体、3.31・・・数句板、4・・・土台、5
・・・コンクリート基礎、6・・・アンカーボルト、7
・・・ボルト・ナンド、8・・・取付孔、9・・・ナツ
ト。
1 to 4 show embodiments of the present invention. FIGS. 1 and 2 show a first embodiment. Figure 1(a) is a front view of the elastic member for seismic isolation, Figure 1(b)
is the plan view of Fig. 1 (a), Fig. 2 shows the elastic member for seismic isolation,
It is a partially cutaway schematic cross-sectional view showing a state inserted between a base of a dyed product and a concrete foundation. FIG. 3 shows a second embodiment, in which FIG. 3(a) is a front view of the elastic member for seismic isolation, and FIG. 3(b) is a plan view. FIG. 4 shows a third embodiment, in which FIG. 4(a) is a front view of the elastic member for seismic isolation, and FIG. 4(b) is a plan view. FIG. 5 shows a second embodiment of the present invention.
5(a) is a front view thereof, and FIG. 5(b) is a plan view thereof. ■, 11.21... Connecting plate, 2.12.22.32.
...Elastic body, 3.31...Number board, 4...Base, 5
... Concrete foundation, 6 ... Anchor bolt, 7
...Bolt/Nand, 8...Mounting hole, 9...Nut.

Claims (1)

【特許請求の範囲】 1、連結板の上面及び下面にそれぞれ複数の弾性体を連
設した免震用弾性部材。 2、上記弾性体を円柱状に構成した請求項1記載の免震
用弾性部材。 3、上記弾性体を連結板に向かって大径になるテーパ状
円柱に構成した請求項1記載の免震用弾性部材。 4、上記弾性体を、その途中から上記連結板に向かって
小径になるテーパ状円柱に構成した請求項1記載の免震
用弾性部材。 5、連結板の上面の弾性体の上端及び連結板の下面の弾
性体の下端に、各々取付板を固設した請求項1記載の免
震用弾性部材。 6、上下の取付板の間に、複数の弾性体を挿入して挟持
状態に保持させた免震用弾性部材。
[Claims] 1. An elastic member for seismic isolation, in which a plurality of elastic bodies are arranged in series on the upper and lower surfaces of a connecting plate, respectively. 2. The elastic member for seismic isolation according to claim 1, wherein the elastic body has a cylindrical shape. 3. The seismic isolation elastic member according to claim 1, wherein the elastic body is formed into a tapered cylinder whose diameter increases toward the connecting plate. 4. The elastic member for seismic isolation according to claim 1, wherein the elastic body is formed into a tapered cylinder whose diameter becomes smaller toward the connecting plate from the middle thereof. 5. The elastic member for seismic isolation according to claim 1, wherein a mounting plate is fixed to the upper end of the elastic body on the upper surface of the connecting plate and the lower end of the elastic body on the lower surface of the connecting plate, respectively. 6. An elastic member for seismic isolation in which a plurality of elastic bodies are inserted between the upper and lower mounting plates and held in a sandwiched state.
JP13197688A 1988-05-30 1988-05-30 Earthquake-isolating elastic part Pending JPH01304239A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13197688A JPH01304239A (en) 1988-05-30 1988-05-30 Earthquake-isolating elastic part

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13197688A JPH01304239A (en) 1988-05-30 1988-05-30 Earthquake-isolating elastic part

Publications (1)

Publication Number Publication Date
JPH01304239A true JPH01304239A (en) 1989-12-07

Family

ID=15070629

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13197688A Pending JPH01304239A (en) 1988-05-30 1988-05-30 Earthquake-isolating elastic part

Country Status (1)

Country Link
JP (1) JPH01304239A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6241874A (en) * 1985-08-19 1987-02-23 株式会社ブリヂストン Multistage earthquake damping support apparatus

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6241874A (en) * 1985-08-19 1987-02-23 株式会社ブリヂストン Multistage earthquake damping support apparatus

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