JPH10121773A - Base isolation device - Google Patents

Base isolation device

Info

Publication number
JPH10121773A
JPH10121773A JP28347696A JP28347696A JPH10121773A JP H10121773 A JPH10121773 A JP H10121773A JP 28347696 A JP28347696 A JP 28347696A JP 28347696 A JP28347696 A JP 28347696A JP H10121773 A JPH10121773 A JP H10121773A
Authority
JP
Japan
Prior art keywords
elastic body
isolation device
stopper member
seismic isolation
lower structure
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.)
Granted
Application number
JP28347696A
Other languages
Japanese (ja)
Other versions
JP3088670B2 (en
Inventor
Yoshinobu Yasui
義信 安井
Kyohei Marukawa
恭平 丸川
Naoki Wataya
直樹 綿谷
Hiroichi Yamamura
博一 山村
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.)
Kinugawa Rubber Industrial Co Ltd
Original Assignee
Kinugawa Rubber Industrial Co Ltd
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 Kinugawa Rubber Industrial Co Ltd filed Critical Kinugawa Rubber Industrial Co Ltd
Priority to JP08283476A priority Critical patent/JP3088670B2/en
Publication of JPH10121773A publication Critical patent/JPH10121773A/en
Application granted granted Critical
Publication of JP3088670B2 publication Critical patent/JP3088670B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To improve durability, and to reduce cost by receiving the load of an upper structure by a stopper section. SOLUTION: The base isolation device is constituted so that an upper structure 7 is installed to a lower structure 8 while interposing an elastic body 1. A stopper member 10 with a bottom wall section 12, which is interposed to the intermediate section of the elastic body 1 approximately horizontally and in which a periphery is projected from an external surface, a peripheral wall section 13 extended downwards from the periphery of the bottom wall section 12 and a flange section 14 being extended to the outside from the opening edge of the peripheral wall section 13 and forming a specified clearance 8 with the elastic-body mounting surface 8a of the lower structure 8 is mounted.

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】本発明は免震装置に関し、特
に一般住宅等の軽量建築物に好適な免震装置に関する。
The present invention relates to a seismic isolation device, and more particularly to a seismic isolation device suitable for a lightweight building such as a general house.

【0002】[0002]

【従来の技術】構造物と基礎の間に弾性体を介装して、
地震発生の際の振動が構造物に伝わるのを抑制する免震
装置がある。この免震装置は、近年、一般住宅等の軽量
建築物にも使用される傾向にあるが、軽量建築物に使用
した場合、弾性体の高さが外径に比べて大きくなるた
め、水平方向の大きな振動入力があると、弾性体に転倒
モーメントが生じ、図6に示すように、弾性体aが座屈
変形して復元しなくなる虞れがある。
2. Description of the Related Art An elastic body is interposed between a structure and a foundation,
There is a seismic isolation device that suppresses the transmission of vibration during an earthquake to structures. In recent years, this seismic isolation device has been used for light-weight buildings such as ordinary houses, but when used for light-weight buildings, the height of the elastic body is larger than the outer diameter, so the horizontal When a large vibration input is applied, a falling moment is generated in the elastic body, and as shown in FIG. 6, the elastic body a may be buckled and not restored.

【0003】そこで、図7に示すように、弾性体bの回
りに弾性ストッパーcを配置して、弾性体bの座屈変形
を防止する構造が提案されている(実公平5−2080
8号公報参照)。
Therefore, as shown in FIG. 7, a structure has been proposed in which an elastic stopper c is arranged around the elastic body b to prevent the buckling deformation of the elastic body b (Japanese Utility Model Publication No. 5-2080).
No. 8).

【0004】[0004]

【発明が解決しようとする課題】しかし、この免震装置
は、弾性体bが弾性ストッパーcに押し当てられる構造
であるため、弾性体bや弾性ストッパーcに摩耗が生じ
易く、耐久性に問題がある。
However, since the seismic isolation device has a structure in which the elastic member b is pressed against the elastic stopper c, the elastic member b and the elastic stopper c are liable to be worn, and there is a problem in durability. There is.

【0005】さらに、水平方向の大きな振動入力に対応
するためには、弾性ストッパーcの周壁肉厚を大きくし
なければならず、コスト的にも不利である。
Furthermore, in order to cope with a large vibration input in the horizontal direction, the thickness of the peripheral wall of the elastic stopper c must be increased, which is disadvantageous in cost.

【0006】本発明は、このような事情に鑑み、安価
で、耐久性の高い免震装置を提供することを目的とす
る。
[0006] In view of such circumstances, an object of the present invention is to provide an inexpensive and highly durable seismic isolation device.

【0007】[0007]

【課題を解決するための手段】上記課題を解決するため
の本発明は、上部構造物を弾性体を介装して下部構造物
に設置してなる免震装置において、上記弾性体の中間部
に略水平に介装して周縁を外面から突出させた底壁部
と、該底壁部の周縁から下方に延出する周壁部と、該周
壁部の開口縁から外側に延出して上記下部構造物の弾性
体設置面との間に所定のクリアランスを形成するフラン
ジ部とを備えたストッパー部材を設けたことを特徴とす
る。
According to the present invention, there is provided a seismic isolation device in which an upper structure is installed on a lower structure with an elastic body interposed therebetween. A bottom wall having a peripheral edge protruding from an outer surface substantially horizontally interposed therebetween, a peripheral wall extending downward from a peripheral edge of the bottom wall, and a lower wall extending outward from an opening edge of the peripheral wall and A stopper member having a flange portion that forms a predetermined clearance between the stopper member and the elastic body installation surface of the structure is provided.

【0008】かかる構成によれば、水平方向の大きな振
動入力が作用すると、ストッパー部材のフランジ部が下
部構造物の弾性体設置面に当接して、上部構造物の荷重
をストッパー部材が支持することになる。つまり、上部
構造物の荷重は、弾性体のストッパー部材から露出した
上方部分のみにかかることになるので、この部分に作用
する転倒モーメントは小さく、座屈変形を生じる虞れは
なくなる。
According to this structure, when a large horizontal vibration input is applied, the flange portion of the stopper member comes into contact with the elastic body installation surface of the lower structure, and the load of the upper structure is supported by the stopper member. become. That is, since the load of the upper structure is applied only to the upper portion exposed from the stopper member of the elastic body, the overturning moment acting on this portion is small, and there is no possibility of buckling deformation.

【0009】あるいは、上記下部構造物に凹部を設けて
その底面に上記弾性体を設置するとともに、該弾性体の
中間部にストッパー部材を略水平に介装し、該ストッパ
ー部材の周縁を上記弾性体から外方に突出させて上記凹
部の開口隣接部との間に所定のクリアランスを形成して
もよい。
[0009] Alternatively, a concave portion is provided in the lower structure, the elastic body is provided on the bottom surface thereof, and a stopper member is interposed substantially horizontally at an intermediate portion of the elastic body. A predetermined clearance may be formed between the opening and the adjacent portion of the concave portion by projecting outward from the body.

【0010】かかる構成によれば、水平方向の大きな振
動入力が作用した場合、ストッパー部材の周縁部が凹部
の開口隣接部に当接して、上部構造物の荷重を、弾性体
のストッパー部材よりも上方の部分が支持することにな
るので、この部分に作用する転倒モーメントは小さく、
座屈変形を生じる虞れはなくなる。
According to this configuration, when a large horizontal vibration input is applied, the peripheral portion of the stopper member abuts on the adjacent portion of the opening of the concave portion, so that the load of the upper structure is reduced more than the stopper member of the elastic body. Since the upper part will support, the overturning moment acting on this part is small,
There is no risk of buckling deformation.

【0011】[0011]

【発明の実施の形態】以下、本発明の実施例を添付図面
を参照しながら詳細に説明する。
Embodiments of the present invention will be described below in detail with reference to the accompanying drawings.

【0012】図1において、1は弾性体で、上部ユニッ
ト2と下部ユニット3とで構成してある。これらユニッ
ト2,3は、ゴム体4と補強板5を積層して筒型に形成
するとともに、その両端に取付板6,6を備え、これら
取付板6,6を上部,下部構造物7,8にボルト9でそれ
ぞれ固定してある。
In FIG. 1, reference numeral 1 denotes an elastic body, which comprises an upper unit 2 and a lower unit 3. Each of the units 2 and 3 is formed by laminating a rubber body 4 and a reinforcing plate 5 to form a cylindrical shape, and is provided with mounting plates 6 and 6 at both ends thereof. 8 are fixed with bolts 9 respectively.

【0013】弾性体1は、上部,下部ユニット2,3の間
に椀型のストッパー部材10を介装してある。該ストッ
パー部材10は、上部,下部ユニット2,3の取付板6,
6に挟み込んでボルト11で固定した底壁部12と、該
底壁部12の周縁から下方に延出する周壁部13と、該
周壁部13の開口縁から外側に延出して下部構造物8の
弾性体設置面8aとの間に所定のクリアランスδを形成
するフランジ部14とを備えている。なお、下部構造物
8の弾性体設置面8aには、フランジ部14との摩擦を
少なくするため、テフロン材などをコーティングしてお
くのが好ましい。
The elastic body 1 has a bowl-shaped stopper member 10 interposed between the upper and lower units 2 and 3. The stopper member 10 is provided with mounting plates 6 for the upper and lower units 2 and 3,
6, a bottom wall portion 12 fixed to the bottom wall portion 12 by bolts 11, a peripheral wall portion 13 extending downward from a peripheral edge of the bottom wall portion 12, and a lower structure 8 extending outward from an opening edge of the peripheral wall portion 13. And a flange portion 14 that forms a predetermined clearance δ between the elastic member mounting surface 8a and the elastic member mounting surface 8a. It is preferable that the elastic body installation surface 8a of the lower structure 8 is coated with a Teflon material or the like in order to reduce friction with the flange portion 14.

【0014】本実施例はこのように構成してあるので、
水平方向の大きな振動入力が作用すると、ストッパー部
材10のフランジ部14が下部構造物8の弾性体設置面
8aに当接して、上部構造物7の荷重をストッパー部材
10が支持することになる。つまり、上部構造物7の荷
重は、弾性体1のストッパー部材10から露出した上部
ユニット2のみにかかることになるので、このユニット
2に作用する転倒モーメントは小さく、座屈変形を生じ
る虞れは殆どなくなる。
Since the present embodiment is configured as described above,
When a large horizontal vibration input is applied, the flange portion 14 of the stopper member 10 comes into contact with the elastic body installation surface 8a of the lower structure 8, and the load of the upper structure 7 is supported by the stopper member 10. That is, since the load of the upper structure 7 is applied only to the upper unit 2 exposed from the stopper member 10 of the elastic body 1, the overturning moment acting on this unit 2 is small, and there is a possibility that buckling deformation may occur. Almost gone.

【0015】なお、本実施例では、ストッパー部材10
を1個だけ設けてあるが、図2に示すように、ストッパ
ー部材10を2個設け、そのフランジ部14,14を上
部,下部構造物7,8側に配置してもよい。つまり、フラ
ンジ部14,14を反対側に向けて底壁12,12を重ね
合わせて結合すればよい。このようにすると、上部ユニ
ット2に転倒モーメントが生じても、上方側のストッパ
ー部材10のフランジ部14が上部構造物7の弾性体設
置面7aに当接して、上部ユニット2の転倒が阻止され
るので、上部ユニット2の高さが大きい場合でも、座屈
変形が生じる虞れは完全になくなる。また、上部構造物
7の傾斜を上下のストッパー部材10,10が阻止する
構造になるので、上部構造物7の傾斜が小さくなるとい
う効果もある。
In this embodiment, the stopper member 10
However, as shown in FIG. 2, two stopper members 10 may be provided, and the flange portions 14, 14 may be arranged on the upper and lower structures 7, 8 side. In other words, the bottom walls 12, 12 may be joined together with the flange portions 14, 14 facing the opposite side. In this way, even if a tipping moment is generated in the upper unit 2, the flange portion 14 of the stopper member 10 on the upper side abuts against the elastic body installation surface 7a of the upper structure 7, and the tipping of the upper unit 2 is prevented. Therefore, even when the height of the upper unit 2 is large, the risk of buckling deformation is completely eliminated. Further, since the upper and lower stopper members 10, 10 prevent the inclination of the upper structure 7, the inclination of the upper structure 7 is also reduced.

【0016】あるいは、図3に示すように、下部構造物
8に凹部20を設けてその底面20aに弾性体1を設置
するとともに、上部,下部ユニット2,3の取付板6,6
間にストッパー部材21を介装してボルト11で固定
し、該ストッパー部材21の周縁を弾性体1から外方に
突出させて凹部20の開口隣接部20bとの間に所定の
クリアランスδを形成してもよい。
Alternatively, as shown in FIG. 3, a concave portion 20 is provided in the lower structure 8, the elastic body 1 is installed on the bottom surface 20a thereof, and the mounting plates 6, 6 of the upper and lower units 2, 3 are provided.
A predetermined clearance δ is formed between the stopper member 21 and the adjacent portion 20b of the recess 20 by projecting the peripheral edge of the stopper member 21 outward from the elastic body 1 so as to protrude outward from the elastic body 1. May be.

【0017】このようにすると、水平方向の振動入力時
にストッパー部材21の周縁部が凹部20の開口隣接部
20bに当接して、図1の実施例の場合と同様、上部構
造物7の荷重をストッパー部材21が支持することにな
るので、上部ユニット2に座屈変形を生じる虞れは殆ど
なくなる。
In this way, when a vibration is input in the horizontal direction, the peripheral edge of the stopper member 21 abuts on the opening adjacent portion 20b of the concave portion 20, and the load of the upper structure 7 is reduced as in the embodiment of FIG. Since the stopper member 21 supports, there is almost no possibility that the upper unit 2 will be buckled.

【0018】ところで、図4に示すように、弾性体30
を3個のユニット31,32,33で構成する場合には、
各ユニット31,32,33の取付板34間に2個のスト
ッパー部材10,10の底壁部12,12を介装し、フラ
ンジ部14,14をそれぞれ上部,下部構造物7,8側に
向けておけばよい。
By the way, as shown in FIG.
Is composed of three units 31, 32, and 33,
The bottom walls 12, 12 of the two stopper members 10, 10 are interposed between the mounting plates 34 of the units 31, 32, 33, and the flanges 14, 14 are respectively placed on the upper and lower structures 7, 8 side. It should be turned.

【0019】あるいは、図5に示すように、下方側のス
トッパー部材10を上方側のストッパー部材10´内に
収容して、これらストッパー部材10,10´のフラン
ジ部14,14´を下部構造物7側に向けておいてもよ
い。
Alternatively, as shown in FIG. 5, the lower stopper member 10 is housed in the upper stopper member 10 ', and the flange portions 14, 14' of these stopper members 10, 10 'are connected to the lower structure. It may be turned to the 7 side.

【0020】[0020]

【発明の効果】本発明によれば、水平方向の振動入力時
にストッパー部材の周縁部が下部構造物の上面を摺動す
るだけで、弾性体は他の部材に押し当てられなくなるの
で、弾性体の摩耗がなくなり、耐久性が向上する。
According to the present invention, at the time of inputting vibration in the horizontal direction, only the peripheral portion of the stopper member slides on the upper surface of the lower structure, and the elastic member is not pressed against other members. Wear is eliminated and durability is improved.

【0021】また、構造が簡単になり、コスト的に有利
になるという効果もある。
Further, there is an effect that the structure is simplified and the cost becomes advantageous.

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

【図1】本発明に係る免震装置の第1実施例を示す縦断
面図。
FIG. 1 is a longitudinal sectional view showing a first embodiment of a seismic isolation device according to the present invention.

【図2】同免震装置の第2実施例を示す縦断面図。FIG. 2 is a longitudinal sectional view showing a second embodiment of the seismic isolation device.

【図3】同免震装置の第3実施例を示す縦断面図。FIG. 3 is a longitudinal sectional view showing a third embodiment of the seismic isolation device.

【図4】同免震装置の第4実施例を示す縦断面図。FIG. 4 is a longitudinal sectional view showing a fourth embodiment of the seismic isolation device.

【図5】同免震装置の第5実施例を示す縦断面図。FIG. 5 is a longitudinal sectional view showing a fifth embodiment of the seismic isolation device.

【図6】免震装置の問題点を説明する図。FIG. 6 is a diagram illustrating a problem of the seismic isolation device.

【図7】従来の免震装置を示す縦断面図。FIG. 7 is a longitudinal sectional view showing a conventional seismic isolation device.

【符号の説明】[Explanation of symbols]

1・・・弾性体 10・・・ストッパー部材 12・・・底壁部 13・・・周壁部 14・・・フランジ部 20・・・凹部 20a・・・底面 20b・・・開口隣接部 21・・・ストッパー部材 DESCRIPTION OF SYMBOLS 1 ... Elastic body 10 ... Stopper member 12 ... Bottom wall part 13 ... Peripheral wall part 14 ... Flange part 20 ... Depression 20a ... Bottom surface 20b ... Opening adjacent part 21. ..Stopper members

───────────────────────────────────────────────────── フロントページの続き (72)発明者 山村 博一 千葉県千葉市稲毛区長沼町330番地 鬼怒 川ゴム工業株式会社内 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Hirokazu Yamamura 330 Kinagakawa-cho, Inage-ku, Chiba-shi, Chiba

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 上部構造物を弾性体を介装して下部構造
物に設置してなる免震装置において、上記弾性体の中間
部に略水平に介装して周縁を外面から突出させた底壁部
と、該底壁部の周縁から下方に延出する周壁部と、該周
壁部の開口縁から外側に延出して上記下部構造物の弾性
体設置面との間に所定のクリアランスを形成するフラン
ジ部とを備えたストッパー部材を設けたことを特徴とす
る免震装置。
In a seismic isolation device in which an upper structure is installed on a lower structure with an elastic body interposed therebetween, a peripheral edge is protruded from an outer surface by being interposed substantially horizontally at an intermediate portion of the elastic body. A predetermined clearance is provided between a bottom wall portion, a peripheral wall portion extending downward from a peripheral edge of the bottom wall portion, and an elastic body installation surface of the lower structure extending outward from an opening edge of the peripheral wall portion. A seismic isolation device comprising a stopper member having a flange portion to be formed.
【請求項2】 上部構造物を弾性体を介装して下部構造
物に設置してなる免震装置において、上記下部構造物に
凹部を設けてその底面に上記弾性体を設置するととも
に、該弾性体の中間部にストッパー部材を略水平に介装
し、該ストッパー部材の周縁を上記弾性体から外方に突
出させて上記凹部の開口隣接部との間に所定のクリアラ
ンスを形成したことを特徴とする免震装置。
2. A seismic isolation device in which an upper structure is installed on a lower structure with an elastic body interposed therebetween, wherein the lower structure is provided with a concave portion, and the elastic body is installed on a bottom surface thereof. A stopper member is interposed substantially horizontally at an intermediate portion of the elastic body, and a predetermined clearance is formed between the stopper member and the adjacent portion of the opening of the concave portion by projecting a peripheral edge of the stopper member outward from the elastic body. Characteristic seismic isolation device.
JP08283476A 1996-10-25 1996-10-25 Seismic isolation device Expired - Fee Related JP3088670B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP08283476A JP3088670B2 (en) 1996-10-25 1996-10-25 Seismic isolation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP08283476A JP3088670B2 (en) 1996-10-25 1996-10-25 Seismic isolation device

Publications (2)

Publication Number Publication Date
JPH10121773A true JPH10121773A (en) 1998-05-12
JP3088670B2 JP3088670B2 (en) 2000-09-18

Family

ID=17666048

Family Applications (1)

Application Number Title Priority Date Filing Date
JP08283476A Expired - Fee Related JP3088670B2 (en) 1996-10-25 1996-10-25 Seismic isolation device

Country Status (1)

Country Link
JP (1) JP3088670B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6218609B1 (en) * 1998-04-06 2001-04-17 Canon Kabushiki Kaisha Solar-cell module, process for its production, method for its installation, and electricity generation system making use of solar-cell module

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6218609B1 (en) * 1998-04-06 2001-04-17 Canon Kabushiki Kaisha Solar-cell module, process for its production, method for its installation, and electricity generation system making use of solar-cell module

Also Published As

Publication number Publication date
JP3088670B2 (en) 2000-09-18

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