JPH09158987A - Base isolation device - Google Patents

Base isolation device

Info

Publication number
JPH09158987A
JPH09158987A JP31772295A JP31772295A JPH09158987A JP H09158987 A JPH09158987 A JP H09158987A JP 31772295 A JP31772295 A JP 31772295A JP 31772295 A JP31772295 A JP 31772295A JP H09158987 A JPH09158987 A JP H09158987A
Authority
JP
Japan
Prior art keywords
foundation
elastic member
base
seismic isolation
isolation device
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
JP31772295A
Other languages
Japanese (ja)
Inventor
Yoshio Onaka
義夫 大中
Noriyoshi Enomoto
教良 榎本
Masaru Sugimori
優 杉森
Akira Amano
彰 天野
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.)
Sunstar Engineering Inc
Original Assignee
Sunstar Engineering Inc
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 Sunstar Engineering Inc filed Critical Sunstar Engineering Inc
Priority to JP31772295A priority Critical patent/JPH09158987A/en
Publication of JPH09158987A publication Critical patent/JPH09158987A/en
Pending legal-status Critical Current

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

Abstract

PROBLEM TO BE SOLVED: To manufacture a base isolation device at a low cost and effectively prevent the damage or collapse of a building by forming multiple lugs on at least one pressure contact face of an elastic member installed between a foundation and a groundsill to damp vibrations. SOLUTION: This base isolation device 10 is constituted of a long plate or a sheet-like elastic member 11, it is installed nearly over the whole length between a foundation 1 buried and executed in the ground of a wooden building and the groundsill 2 of the building executed on the foundation 1, and it is held between the groundsill 2 and the foundation 1 via anchor bolts 3 extended from the foundation 1. Multiple longitudinal protruded strips 12 are protrusively formed along the longitudinal direction of the elastic member 11 on the upper face of the elastic member 11, and multiple cross protruded strips 13 are protrusively formed along the width direction of the elastic member 11 on the lower face of the elastic member 11. The protruded strips 12, 13 three-dimensionally cross each other, and columnar base isolation sections 14 are formed at their intersections. The base isolation sections 14 function as base isolation rubbers, and the vibrations transferred from the foundation 1 to the groundsill 2 side are damped.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、板状或いはシート
状の弾性部材を用いた免震装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic isolation device using a plate-shaped or sheet-shaped elastic member.

【0002】[0002]

【従来の技術】最近、基礎と土台間に免震装置を設け、
建築物の固有周期を長くするとともに、地震による振動
エネルギーを吸収することで、建築物の損壊や倒壊を防
止する技術が普及しつつある。前記免震装置として、特
開昭64−39439号公報には、水平荷重に対して弾
性変形をする免震ゴムと、水平変形時に塑性変形をする
ダンパーとを備えたものが記載されている。また、この
公報には、免震ゴムとして、金属板やセラミックス板等
からなる硬質板と、加硫ゴムや未定加硫ゴム等からなる
軟質板とを交互に積層状に設けたものが記載されてい
る。
2. Description of the Related Art Recently, a seismic isolation device has been installed between a foundation and a base,
A technique for preventing damage or collapse of a building by increasing the natural period of the building and absorbing vibration energy due to an earthquake is spreading. As the seismic isolation device, Japanese Patent Laid-Open No. 64-39439 discloses a seismic isolation device including a seismic isolation rubber that elastically deforms with respect to a horizontal load and a damper that plastically deforms during horizontal deformation. Further, in this publication, as a seismic isolation rubber, a hard plate made of a metal plate, a ceramic plate, etc. and a soft plate made of vulcanized rubber, undecided vulcanized rubber, etc. are alternately laminated and provided. ing.

【0003】一方、建築物の損壊や倒壊の原因の1つと
して、土台の強度、剛性の低下が挙げられる。つまり、
床下の湿度が高くなって木材が腐朽したり、白蟻やネズ
ミ等により木材が損傷を受けたりすることで、土台の強
度、剛性が低下し、このような状況下で、地震や台風等
により横方向や縦方向の荷重が作用して倒壊することが
考えられる。このため、強制通風により床下の湿度を下
げたり、土台を構成する木材に白蟻やネズミ等の忌避剤
を注入したものもある。
On the other hand, as one of the causes of damage or collapse of a building, there is a decrease in strength and rigidity of the foundation. That is,
The humidity under the floor becomes high and the wood decays, and the wood is damaged by termites and rats, which lowers the strength and rigidity of the base. It is conceivable that a vertical or vertical load will act and cause collapse. For this reason, there are some in which the humidity under the floor is lowered by forced ventilation, and repellents such as termites and rats are injected into the wood constituting the base.

【0004】[0004]

【発明が解決しようとする課題】前記公報に記載の免震
装置では、比較的大きな振動でも効率的に減衰できるが
構造が複雑で、しかも基礎と土台間に複数設ける必要が
あるので、建築物全体の製作コストが高くなるという問
題がある。また、効率的に免震させるためには設置場所
を的確に選定する必要があるが、最適な設置場所は家屋
の形状等によって変わるので、設置場所を決める作業が
大変煩雑であった。更に、免震装置自体には、白蟻やネ
ズミ等の土台への侵入を防止する機能や、床下の湿度を
低減させるための機能が付与されておらず、これらの被
害による土台の損傷や腐朽は防止できなかった。つま
り、地震や台風時における振動を効果的に減衰できたと
しても、土台の損傷や腐朽によりその強度、剛性が低下
していると、建築物の損壊や倒壊は避けられず、総合的
な意味合いでの地震や台風による建築物の損壊や倒壊を
効果的に防止できるものではなかった。
In the seismic isolation device described in the above publication, even a relatively large vibration can be efficiently damped, but the structure is complicated, and moreover, it is necessary to provide a plurality of parts between the foundation and the foundation. There is a problem that the overall manufacturing cost becomes high. In addition, it is necessary to select the installation location accurately in order to efficiently isolate the seismic isolation, but the optimal installation location depends on the shape of the house, etc., so the work to determine the installation location was very complicated. Furthermore, the seismic isolation device itself is not provided with the function of preventing termites, rats, etc. from entering the base, and the function of reducing the humidity under the floor. I couldn't prevent it. In other words, even if vibrations during an earthquake or typhoon can be effectively dampened, damage and collapse of the building will be unavoidable if the strength and rigidity of the base are reduced due to damage or decay of the foundation, and the overall implications It was not possible to effectively prevent the damage and collapse of buildings due to earthquakes and typhoons in the area.

【0005】本発明の目的は、安価に製作可能で、十分
な免震性能が得られ、しかも建築物に対する施工が容易
で、建築物の損壊や倒壊を効果的に防止し得る免震装置
を提供することである。
An object of the present invention is to provide a seismic isolation device which can be manufactured at low cost, has sufficient seismic isolation performance, can be easily installed on a building, and can effectively prevent damage or collapse of the building. Is to provide.

【0006】[0006]

【課題を解決するための手段】請求項1に係る免震装置
は、板状或いはシート状の弾性部材を基礎と土台間に装
着して基礎から土台への振動を減衰させる免震装置であ
って、前記基礎又は土台に対する弾性部材の圧接面の少
なくとも一方に複数の突起を形成したものである。
According to a first aspect of the present invention, there is provided a seismic isolation device for mounting a plate-shaped or sheet-shaped elastic member between a foundation and a foundation to damp vibrations from the foundation to the foundation. Then, a plurality of protrusions are formed on at least one of the pressure contact surfaces of the elastic member with respect to the foundation or the base.

【0007】請求項2に係る免震装置は、板状或いはシ
ート状の弾性部材を基礎と土台間に装着して基礎から土
台への振動を減衰させる免震装置であって、前記基礎及
び土台に対する弾性部材の圧接面に複数の突条を夫々形
成し、基礎側の突条と土台側の突条とを3次元的に交差
させたものである。ここで、請求項3記載のように、一
方の圧接面の突条を弾性部材の長さ方向に沿って形成
し、他方の圧接面の突条を弾性部材の幅方向に沿って形
成すること、請求項4記載のように、弾性部材の側部に
土台側への蟻の侵入を防止する蟻返し部を形成するこ
と、請求項5記載のように、弾性部材に蟻、ネズミ、小
動物、昆虫などの忌避剤、殺虫剤、殺そ剤等の薬剤を混
入させること、などが好ましい実施例である。
The seismic isolation device according to a second aspect is a seismic isolation device which mounts a plate-shaped or sheet-shaped elastic member between a foundation and a foundation to damp vibrations from the foundation to the foundation. A plurality of ridges are formed on the pressure contact surface of the elastic member with respect to each, and the ridges on the base side and the ridges on the base side are three-dimensionally intersected. Here, as described in claim 3, the ridges on one of the pressure contact surfaces are formed along the length direction of the elastic member, and the ridges on the other pressure contact surface are formed along the width direction of the elastic member. According to claim 4, forming an ant return portion for preventing the invasion of ants on the base side on the side part of the elastic member, and in the elastic member, ants, rats, small animals, It is a preferred embodiment that a repellent such as an insect, an insecticide, and a drug such as a pesticide are mixed.

【0008】[0008]

【作用】請求項1に係る免震装置においては、基礎と土
台間に装着される板状或いはシート状の弾性部材の圧接
面の少なくとも一方に複数の突起が形成され、これら複
数の突起部分において基礎と土台とは略隙間なく直接的
に連結されることになる。つまり、複数の突起が夫々免
震ゴムとして機能し、基礎に作用する振動は突起の変形
によるエネルギー吸収作用で効率的に減衰される。ま
た、隣接する突起間の隙間を介して、床下側への空気の
出入りが促進され、床下の湿度が高くなることが防止さ
れる。
In the seismic isolation device according to the first aspect, a plurality of protrusions are formed on at least one of the pressure contact surfaces of the plate-like or sheet-like elastic member mounted between the foundation and the base, and at these protrusion portions. The foundation and the base will be directly connected with almost no gap. That is, each of the plurality of protrusions functions as a seismic isolation rubber, and the vibration that acts on the foundation is efficiently damped by the energy absorbing action due to the deformation of the protrusions. In addition, the inflow and outflow of air to the underfloor side is promoted through the gap between the adjacent protrusions, and the increase of the underfloor humidity is prevented.

【0009】請求項2に係る免震装置においては、基礎
と土台間に装着される板状或いはシート状の弾性部材の
圧接面に複数の突条が夫々形成され、基礎側の突条と土
台側の突条とが3次元的に交差するように配置され、こ
れら複数の交差部分において基礎と土台とは、略隙間を
介在させることなく直接的に連結されることになる。つ
まり、突条の複数の交差部分が夫々免震ゴムとして機能
し、基礎に作用する振動は効率的に減衰される。また、
隣接する突条間の隙間を介して、床下側への空気の出入
りが促進され、床下の湿度が高くなることが防止され
る。
In the seismic isolation apparatus according to claim 2, a plurality of ridges are respectively formed on the pressure contact surface of the plate-like or sheet-like elastic member mounted between the foundation and the base, and the ridge on the foundation side and the base are formed. The ridges on the side are arranged so as to intersect three-dimensionally, and the foundation and the base are directly connected to each other at these intersecting portions without a substantial gap. That is, the plurality of intersecting portions of the ridges function as seismic isolation rubbers, respectively, and vibrations acting on the foundation are efficiently damped. Also,
Through the gap between the adjacent ridges, the inflow and outflow of air to the underfloor side is prevented, and the increase in the underfloor humidity is prevented.

【0010】ここで、請求項3記載のように、一方の圧
接面の突条を弾性部材の長さ方向に沿って形成し、他方
の圧接面の突条を弾性部材の幅方向に沿って形成する
と、弾性部材の成形が容易になり、しかも床下側の空気
の流通抵抗も少なくなる。また、請求項4記載のよう
に、弾性部材の側部に土台側への蟻の侵入を防止する蟻
返し部を形成すると、蟻等が食い荒らすことによる土台
材木の損傷を防止できる。更に、請求項5記載のよう
に、弾性部材に蟻、ネズミ、小動物、昆虫などの忌避
剤、殺虫剤、殺そ剤等の薬剤を混入させると、蟻やネズ
ミ等が食い荒らしたりかじったりすることによる土台木
材の損傷を未然に防止できる。
Here, as described in claim 3, the ridges on one pressure contact surface are formed along the length direction of the elastic member, and the ridges on the other pressure contact surface are formed along the width direction of the elastic member. When formed, the elastic member can be easily formed, and the flow resistance of air under the floor is reduced. Further, as described in claim 4, by forming the ant return part for preventing the ant from entering the base side on the side part of the elastic member, it is possible to prevent the base lumber from being damaged by the ant and the like eroding. Further, as described in claim 5, when the elastic member is mixed with a repellent such as ants, rats, small animals, insects, insecticides, insecticides, etc., the ants and rats may be eaten or chewed. It is possible to prevent damage to the base wood.

【0011】[0011]

【発明の実施の形態】以下、本発明の実施の形態につい
て図面を参照しながら説明する。図1に示すように、免
震装置10は、長尺な板状或いはシート状の弾性部材1
1で構成され、木造建築物の地盤Eに埋設施工された基
礎1と基礎1上に施工された建築物の土台2間の略全長
に亙って装着され、基礎1から延びるアンカーボルト3
を介して土台2と基礎1間に保持されている。そして、
この免震装置10により、地震等による地盤Eの振動
は、基礎1から土台2側へ減衰した状態で伝達されるこ
とになる。尚、木造建築物自体の構成は、一般的なもの
なのでその詳細な説明は省略する。
Embodiments of the present invention will be described below with reference to the drawings. As shown in FIG. 1, the seismic isolation device 10 includes a long plate-shaped or sheet-shaped elastic member 1
Anchor bolt 3 extending from the foundation 1 that is installed over substantially the entire length between the foundation 1 that is constructed by 1 and is embedded in the ground E of the wooden building and the foundation 2 of the building that is constructed on the foundation 1.
It is held between the base 2 and the foundation 1 via. And
With this seismic isolation device 10, the vibration of the ground E due to an earthquake or the like is transmitted from the foundation 1 to the base 2 side in a damped state. Since the wooden building itself has a general structure, its detailed description is omitted.

【0012】図2、図3に示すように、弾性部材11の
上面には複数の縦断突条12が弾性部材11の長さ方向
に沿って突出状に形成され、弾性部材11の下面には複
数の横断突条13が弾性部材11の幅方向に沿って突出
状に形成されている。両突条12、13は、3次元的に
交差し、その交差部には上下両端が土台2と基礎1とに
夫々圧接される柱状の免震部14が形成されている。そ
して、この免震部14が免震ゴムとして機能すること
で、基礎1から土台2側への振動が減衰されることにな
る。
As shown in FIGS. 2 and 3, a plurality of vertical cutting projections 12 are formed on the upper surface of the elastic member 11 along the lengthwise direction of the elastic member 11, and on the lower surface of the elastic member 11. A plurality of transverse ridges 13 are formed in a protruding shape along the width direction of the elastic member 11. Both ridges 12, 13 intersect three-dimensionally, and column-shaped seismic isolation parts 14 whose upper and lower ends are in pressure contact with the base 2 and the foundation 1 are formed at the intersections. The seismic isolation part 14 functions as a seismic isolation rubber, so that the vibration from the foundation 1 to the base 2 side is attenuated.

【0013】突条12、13の本数は、図例以外の本数
形成してもよいし、その断面は正方形や台形に形成して
もよい。また、弾性部材11の上面に複数の横断突条1
3を形成し、弾性部材11の下面に複数の縦断突条12
を形成してもよいし、突条12、13は弾性部材11の
長手方向に対して角度をもたせて形成したり、湾曲状に
形成してもよい。
The ridges 12 and 13 may be formed in a number other than that shown in the drawing, or may be formed in a square or trapezoidal cross section. In addition, a plurality of transverse ridges 1 are formed on the upper surface of the elastic member 11.
3 is formed, and a plurality of vertical cutting projections 12 are formed on the lower surface of the elastic member 11.
The ridges 12 and 13 may be formed at an angle to the longitudinal direction of the elastic member 11 or may be formed in a curved shape.

【0014】弾性部材11の長さ方向に沿って延びる縦
断突条12間には縦断条溝15が形成され、弾性部材1
1の幅方向に沿って延びる横断突条13間には横断条溝
16が形成されている。そして、この横断条溝16によ
り床下への空気の流通が促進され、床下の通気性が改善
されて床下の湿度が高くなることによる土台2の木材の
腐朽が防止される。弾性部材11の側部にはリップ状の
蟻返し部17がその全長に亙って形成されており、この
蟻返し部17により基礎1から土台2側への白蟻等の侵
入が防止され、土台2の木材が白蟻等に食い荒らされる
ことによる、土台2の強度、剛性の低下が未然に防止さ
れる。
A vertical cutting groove 15 is formed between the vertical cutting ridges 12 extending along the length direction of the elastic member 11.
A transverse groove 16 is formed between the transverse projections 13 extending along the width direction of the No. 1. The transverse groove 16 promotes the circulation of air under the floor, and improves the ventilation under the floor to prevent the wood on the base 2 from decaying due to high humidity under the floor. A lip-shaped dovetail portion 17 is formed on the side of the elastic member 11 over the entire length thereof, and this dovetail portion 17 prevents termites and the like from entering from the foundation 1 to the base 2 side, and It is possible to prevent the strength and the rigidity of the base 2 from being deteriorated due to the wood of No. 2 being eaten by the termites and the like.

【0015】弾性部材11の素材としては、天然ゴム
(NR)、スチレンブタジエンゴム(SBR)、ブタジ
エンゴム(BR)、イソプレンゴム(IR)、アクリロ
ニトリルブタジエンゴム(NBR)、クロロプレンゴム
(CR)、ブチルゴム(IIR)、エチレンプロピレン
ゴム(EPDM)等の加硫されたゴム乃至エラストマ
ー、或いはウレタンエラストマー、シリコーンエラスト
マー、変成シリコーンエラストマー等を採用することが
可能である。尚、これら弾性部材の積層体ないしワイヤ
ー、繊維等を埋設したものや、混合したものも採用でき
る。弾性部材11の静的剪断弾性率は、2.0〜25k
gf/cm2 に設定されている。つまり、2.0kgf
/cm2 よりも小さいと、振動絶縁や緩衝に効果はある
ものの硬度や反発弾性等の固体成形物としての物性が低
くなり、これを使用した構造体全体の強度を損なってし
まい、25kgf/cm2 よりも大きいと、同時に硬度
も高くなり、ゴム的性質を損なうばかりでなく、振動絶
縁性もなくなってしまうので、2.0〜25kgf/c
2 に設定されている。また、弾性部材11の厚さは、
薄すぎると十分な免震効果が得られず、厚すぎると振動
時の振幅が大きくなり、建築物に悪影響を及ぼすという
問題が発生するので、1〜3cmに設定されている。
The material of the elastic member 11 is natural rubber (NR), styrene-butadiene rubber (SBR), butadiene rubber (BR), isoprene rubber (IR), acrylonitrile-butadiene rubber (NBR), chloroprene rubber (CR), butyl rubber. It is possible to employ vulcanized rubber or elastomer such as (IIR) or ethylene propylene rubber (EPDM), or urethane elastomer, silicone elastomer, modified silicone elastomer, or the like. A laminated body of these elastic members, a wire, a fiber or the like embedded therein, or a mixture thereof may be employed. The elastic shear modulus of the elastic member 11 is 2.0 to 25 k.
It is set to gf / cm 2 . That is, 2.0 kgf
If it is less than / cm 2 , the physical properties of the solid molded product such as hardness and impact resilience are reduced although it is effective for vibration insulation and cushioning, and the strength of the whole structure using this is impaired, resulting in 25 kgf / cm 2. If it is larger than 2 , the hardness becomes high at the same time, and not only the rubber property is impaired but also the vibration insulating property is lost, so 2.0 to 25 kgf / c
It is set to m 2 . The thickness of the elastic member 11 is
If it is too thin, a sufficient seismic isolation effect cannot be obtained, and if it is too thick, the amplitude at the time of vibration becomes large, which causes a problem that the structure is adversely affected, so it is set to 1 to 3 cm.

【0016】また、弾性部材11の成形時に、素材に対
して蟻、ネズミ、小動物、昆虫等の忌避剤、殺虫剤、殺
そ剤等の薬剤を混入したり、弾性部材11の成形後その
表面にこれら薬剤を混入したコーティング層を形成して
もよい。薬剤としては、デルドリン、アルドリン、クロ
ルデン、モノクロルナフタレン等の防蟻剤、ブロディフ
ァクム、ブロマダイオロン、ディフェナフム、フロクマ
フェン等の殺虫剤、ビス(ジメチルチオカルバモイル)
ジスルフィド、1,17−ジグアニジノ−9−アザヘプ
タデカン或いはその塩等の忌避剤などが有効である他、
木酢液やハッカ等の天然物、或いはこれら薬剤のうちの
1種或いは2種以上の混合物も採用可能である。このよ
うに、弾性部材11に薬剤を混入すると、基礎1から土
台2側への白蟻やネズミ等の侵入が防止され、土台2の
木材が白蟻に食い荒らされたり、ネズミにかじられたり
することによる、土台2の強度、剛性の低下が未然に防
止される。
When the elastic member 11 is molded, chemicals such as repellents such as ants, rats, small animals, and insects, insecticides, and insecticides are mixed into the material, or after the elastic member 11 is molded, its surface is formed. You may form the coating layer which mixed these chemical | medical agents. Examples of the drug include ant-control agents such as deldrin, aldrin, chlordane, and monochloronaphthalene, insecticides such as brodifacoum, bromadioolone, difenafhum, and furocumafen, and bis (dimethylthiocarbamoyl).
Repellents such as disulfide, 1,17-diguanidino-9-azaheptadecane or salts thereof are effective,
Natural products such as wood vinegar and peppermint, or one or a mixture of two or more of these agents can also be used. In this way, when the chemical is mixed in the elastic member 11, the invasion of termites and rats from the foundation 1 to the base 2 side is prevented, and the wood of the base 2 is eaten by the termites or bitten by the rat. The deterioration of the strength and rigidity of the base 2 is prevented in advance.

【0017】また、図示していないが、免震部14に上
下方向向きの棒状の鉛ダンパを内装させ、地震等におけ
る振動エネルギーを一層効果的に減衰させるようにして
もよいし、免震部14の内部に空間部分を形成し、この
空間部分をエアダンパとして機能させてもよい。
Although not shown, the seismic isolation section 14 may be provided with a vertically oriented rod-shaped lead damper so as to more effectively damp vibration energy in an earthquake or the like. A space portion may be formed inside 14 and this space portion may function as an air damper.

【0018】図1に示すように、基礎1の適所には開口
部4が形成され、開口部4には床下を強制通風するため
の換気扇5が図示外の防振ゴムを介して設けられてい
る。そして、この換気扇5により床下の通気性が高めら
れ、床下の湿度が高くなることによる土台2等の木材の
腐朽が未然に防止され、腐朽による土台2の木材等の強
度、剛性の低下が防止される。
As shown in FIG. 1, an opening 4 is formed at a proper position of the foundation 1, and a ventilation fan 5 for forcedly ventilating the floor is provided in the opening 4 through a vibration-proof rubber (not shown). There is. The ventilation fan 5 enhances ventilation under the floor and prevents decay of wood such as the base 2 due to high humidity under the floor, and prevents deterioration of strength and rigidity of the wood of the foundation 2 due to decay. To be done.

【0019】以上のように、免震装置10は、単に土台
2へ伝達される振動を減衰して建築物への悪影響を防止
するだけではなく、白蟻やネズミによる土台2の損傷を
防止するとともに、床下の通気性を向上して土台2の腐
朽を防止することで、土台2の強度、剛性の低下を防止
して、地震や台風等による建築物の被害の拡大を未然に
防止する機能を有している。
As described above, the seismic isolation device 10 not only damps vibrations transmitted to the base 2 to prevent adverse effects on the building, but also prevents damage to the base 2 by termites and rats. By improving the ventilation of the underfloor and preventing the base 2 from decaying, the function of preventing the deterioration of the strength and rigidity of the base 2 and preventing the damage of the building due to an earthquake, typhoon, etc. Have

【0020】前記免震装置10の変形例として、図4に
示す免震装置10Aのように、長尺な板状或いはシート
状の弾性部材11Aの表面に、円錐台状の複数の突起2
0を形成したものを用いてもよい。この場合には、複数
の突起20が免震ゴムとして作用して、基礎1側から土
台2側への振動を減衰することが可能となる。また、前
記複数の突起20は弾性部材11の下面側に設けてもよ
いし、弾性部材11の上面及び下面に設けてもよい。ま
た、突起20として、円柱や角柱状のものを用いること
も可能である。
As a modification of the seismic isolation device 10, a plurality of truncated cone-shaped projections 2 are formed on the surface of a long plate-shaped or sheet-shaped elastic member 11A as in the seismic isolation device 10A shown in FIG.
You may use what formed 0. In this case, the plurality of protrusions 20 act as seismic isolation rubber, and it is possible to damp the vibration from the foundation 1 side to the base 2 side. Further, the plurality of protrusions 20 may be provided on the lower surface side of the elastic member 11, or may be provided on the upper surface and the lower surface of the elastic member 11. It is also possible to use a column or prism as the protrusion 20.

【0021】[0021]

【発明の効果】請求項1に係る免震装置によれば、複数
の突起を形成した板状或いはシート状の弾性部材で免震
装置を構成してあるので、免震装置の製作コストを大幅
に低減出来る。また、基礎から土台への振動が複数の突
起で効果的に減衰され、しかも基礎の上面全体に弾性部
材を敷設することも可能なので、十分な免震性能を得る
ことが可能となる。更に、基礎の上面に弾性部材を敷設
した状態で土台を載置することで、免震装置を容易に施
工することが可能となる。また、隣接する突起間の隙間
を介して床下側への空気の出入りが促進されるので、床
下の湿度が高くなることによる土台の腐朽を防止して、
地震や台風時の振動で建築物が損傷したり倒壊したりす
ることを未然に防止出来る。
According to the seismic isolation device of the first aspect, since the seismic isolation device is constituted by the plate-shaped or sheet-shaped elastic member having a plurality of projections, the manufacturing cost of the seismic isolation device is significantly increased. Can be reduced to Further, the vibration from the foundation to the foundation is effectively damped by the plurality of protrusions, and since it is possible to lay the elastic member on the entire upper surface of the foundation, it is possible to obtain sufficient seismic isolation performance. Furthermore, by mounting the base with the elastic member laid on the upper surface of the foundation, the seismic isolation device can be easily constructed. In addition, since the inflow and outflow of air to the underfloor side is promoted through the gap between the adjacent protrusions, the base is prevented from decaying due to high humidity under the floor,
It is possible to prevent buildings from being damaged or collapsed due to vibrations during an earthquake or typhoon.

【0022】請求項2に係る免震装置においては、両面
に複数の突条を夫々形成した板状或いはシート状の弾性
部材で免震装置を構成してあるので、免震装置の製作コ
ストを大幅に低減出来る。また、突条の複数の交差部分
が夫々免震ゴムとして機能して基礎から土台への振動が
効果的に減衰され、しかも基礎の上面全体に弾性部材を
敷設することも可能なので、十分な免震性能を得ること
が可能となる。更に、基礎の上面に弾性部材を敷設した
状態で土台を載置することで、免震装置を容易に施工す
ることが可能となる。また、隣接する突条間の隙間を介
して床下側への空気の出入りが促進されるので、床下の
湿度が高くなることによる土台の腐朽を防止して、地震
や台風時の振動で建築物が損傷したり倒壊したりするこ
とを未然に防止出来る。
In the seismic isolation device according to the second aspect, since the seismic isolation device is constituted by a plate-like or sheet-like elastic member in which a plurality of ridges are formed on both sides, the seismic isolation device manufacturing cost is reduced. It can be reduced significantly. In addition, the multiple intersections of the ridges function as seismic isolation rubbers to effectively damp the vibration from the foundation to the foundation, and it is also possible to lay elastic members on the entire upper surface of the foundation, so sufficient isolation is required. It is possible to obtain seismic performance. Furthermore, by mounting the base with the elastic member laid on the upper surface of the foundation, the seismic isolation device can be easily constructed. In addition, since the inflow and outflow of air to the underfloor side is promoted through the gap between the adjacent ridges, the decay of the base due to the high humidity under the floor is prevented, and vibrations during an earthquake or typhoon prevent the building from being damaged. It can be prevented from being damaged or collapsed.

【0023】ここで、請求項3記載のように構成する
と、弾性部材の成形が容易になり、しかも床下側への空
気の流通抵抗も少なくなる。また、請求項4記載のよう
に構成すると、白蟻等が食い荒らすことによる土台材木
の損傷を未然に防止して、地震や台風時の振動で建築物
が損傷したり倒壊したりすることを一層効果的に防止出
来る。更に、請求項5記載のように構成すると、白蟻や
ネズミ等が食い荒らしたりかじったりすることによる土
台木材の損傷を未然に防止して、地震や台風時の振動で
建築物が損傷したり倒壊したりすることを一層効果的に
防止出来る。
According to the third aspect of the invention, the elastic member can be easily molded, and the air flow resistance to the underfloor side is reduced. Further, when configured as in claim 4, it is possible to further prevent damage to the base lumber due to the infestation of termites, etc., and to further prevent the building from being damaged or collapsed due to vibration during an earthquake or typhoon. Can be prevented. Further, according to the fifth aspect of the present invention, the base wood is prevented from being damaged by the termites, rats, etc., which may eat or bite, and the building may be damaged or collapsed due to vibration during an earthquake or typhoon. Can be prevented more effectively.

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

【図1】 木造建築物の基礎及び土台付近の斜視図[Fig.1] Perspective view of the foundation of a wooden building and the base

【図2】 免震装置の斜視図FIG. 2 is a perspective view of the seismic isolation device.

【図3】 免震装置の要部縦断面図[Fig.3] Longitudinal sectional view of the main part of the seismic isolation device

【図4】 変形例に係る免震装置の要部縦断面図FIG. 4 is a vertical cross-sectional view of a main part of a seismic isolation device according to a modification.

【符号の説明】[Explanation of symbols]

E 地盤 1 基礎 2 土台 3 アンカーボルト 4 開口部 5 換気扇 10 免震装置 11 弾性部材 12 縦断突条 13 横断突条 14 免震部 15 縦断条溝 16 横断条溝 17 蟻返し部 10A 免震装置 11A 弾性部材 20 突起 E Ground 1 Foundation 2 Base 3 Anchor bolt 4 Opening 5 Ventilation fan 10 Seismic isolation device 11 Elastic member 12 Longitudinal ridge 13 Cross transverse ridge 14 Seismic isolation part 15 Longitudinal ridge groove 16 Transverse ridge 17 Dovetail part 10A Seismic isolation device 11A Elastic member 20 protrusion

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 E04H 9/02 351 E04H 9/02 351 (72)発明者 天野 彰 東京都世田谷区奥沢1−26−11─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification number Internal reference number FI Technical indication location E04H 9/02 351 E04H 9/02 351 (72) Inventor Akira Amano 1-26 Okusawa, Setagaya-ku, Tokyo −11

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 板状或いはシート状の弾性部材を基礎と
土台間に装着して基礎から土台への振動を減衰させる免
震装置であって、 前記基礎又は土台に対する弾性部材の圧接面の少なくと
も一方に複数の突起を形成した免震装置。
1. A seismic isolation device that mounts a plate-shaped or sheet-shaped elastic member between a foundation and a foundation to damp vibrations from the foundation to the foundation, and at least a pressure contact surface of the elastic member to the foundation or the foundation. A seismic isolation device with multiple protrusions formed on one side.
【請求項2】 板状或いはシート状の弾性部材を基礎と
土台間に装着して基礎から土台への振動を減衰させる免
震装置であって、 前記基礎及び土台に対する弾性部材の圧接面に複数の突
条を夫々形成し、基礎側の突条と土台側の突条とを3次
元的に交差させた免震装置。
2. A seismic isolation device for mounting a plate-shaped or sheet-shaped elastic member between a base and a base to damp vibrations from the base to the base, wherein a plurality of pressure contact surfaces of the elastic member are attached to the base and the base. Each of these ridges is formed, and the ridges on the foundation side and the ridges on the base side intersect three-dimensionally.
【請求項3】 一方の圧接面の突条を弾性部材の長さ方
向に沿って形成し、他方の圧接面の突条を弾性部材の幅
方向に沿って形成した請求項2記載の免震装置。
3. The seismic isolation system according to claim 2, wherein the ridges on one of the pressure contact surfaces are formed along the length direction of the elastic member, and the ridges on the other pressure contact surface are formed along the width direction of the elastic member. apparatus.
【請求項4】 弾性部材の側部に土台側への蟻の侵入を
防止する蟻返し部を形成した請求項1〜3のいずれか1
項記載の免震装置。
4. The dovetail return part for preventing the invasion of ants to the base side is formed on the side part of the elastic member.
The seismic isolation device described in paragraph.
【請求項5】 弾性部材に蟻、ネズミ、小動物、昆虫な
どの忌避剤、殺虫剤、殺そ剤等の薬剤を混入させた請求
項1〜4のいずれか1項記載の免震装置。
5. The seismic isolation device according to claim 1, wherein the elastic member is mixed with a repellent such as ants, rats, small animals, and insects, insecticides, insecticides and the like.
JP31772295A 1995-12-06 1995-12-06 Base isolation device Pending JPH09158987A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31772295A JPH09158987A (en) 1995-12-06 1995-12-06 Base isolation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31772295A JPH09158987A (en) 1995-12-06 1995-12-06 Base isolation device

Publications (1)

Publication Number Publication Date
JPH09158987A true JPH09158987A (en) 1997-06-17

Family

ID=18091317

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31772295A Pending JPH09158987A (en) 1995-12-06 1995-12-06 Base isolation device

Country Status (1)

Country Link
JP (1) JPH09158987A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006226023A (en) * 2005-02-18 2006-08-31 Yutaka Shimizu Foundation packing, installation method for foundation packing, and foundation structure
JP2010031521A (en) * 2008-07-28 2010-02-12 Shiroki Corp Vibration control structure of door locking device
JP2019210731A (en) * 2018-06-06 2019-12-12 ダイナガ株式会社 Termite prevention coating material for timber construction and construction method of timber construction using the same
JP2019210732A (en) * 2018-06-06 2019-12-12 ダイナガ株式会社 Timber construction and termite mat for foundation part used for timber construction, and termite packing for foundation part

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006226023A (en) * 2005-02-18 2006-08-31 Yutaka Shimizu Foundation packing, installation method for foundation packing, and foundation structure
JP4713175B2 (en) * 2005-02-18 2011-06-29 豊 清水 How to lay foundation packing
JP2010031521A (en) * 2008-07-28 2010-02-12 Shiroki Corp Vibration control structure of door locking device
JP2019210731A (en) * 2018-06-06 2019-12-12 ダイナガ株式会社 Termite prevention coating material for timber construction and construction method of timber construction using the same
JP2019210732A (en) * 2018-06-06 2019-12-12 ダイナガ株式会社 Timber construction and termite mat for foundation part used for timber construction, and termite packing for foundation part

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