JP2001262864A - Base isolated building - Google Patents

Base isolated building

Info

Publication number
JP2001262864A
JP2001262864A JP2000072659A JP2000072659A JP2001262864A JP 2001262864 A JP2001262864 A JP 2001262864A JP 2000072659 A JP2000072659 A JP 2000072659A JP 2000072659 A JP2000072659 A JP 2000072659A JP 2001262864 A JP2001262864 A JP 2001262864A
Authority
JP
Japan
Prior art keywords
cover
seismic isolation
building
foundation
upper 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
JP2000072659A
Other languages
Japanese (ja)
Other versions
JP4298122B2 (en
Inventor
Masakazu Tsuji
正和 辻
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.)
Daiwa House Industry Co Ltd
Original Assignee
Daiwa House Industry 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 Daiwa House Industry Co Ltd filed Critical Daiwa House Industry Co Ltd
Priority to JP2000072659A priority Critical patent/JP4298122B2/en
Publication of JP2001262864A publication Critical patent/JP2001262864A/en
Application granted granted Critical
Publication of JP4298122B2 publication Critical patent/JP4298122B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a base isolated building capable of preventing a cover from being damaged when base isolation is working and surely covering between both up and down structures equipped with base isolation devices. SOLUTION: The cover 7 for covering a space between a footing 1 and the upper structure 2 from the outside of a building is pivoted on the side of the upper structure 2, the cover 7 is forced by the side of the footing 1 when base isolation is working, and it is pivoted outward. A return preventing device for preventing and suppressing the cover 7 pivoted and forced outward by the side of the lower structure from getting back to the initial position is included.

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、免震建物に関す
る。
[0001] The present invention relates to a base-isolated building.

【0002】[0002]

【関連する技術及び課題】図3(イ)に示すように、建
物への地震の影響を軽減する目的で、基礎51と上部構
造部52との間に免震装置53を介設することがあり、
その場合に、例えば戸建て住宅やアパートなどでは、同
図に示すように、基礎51と上部構造部52との間が外
に露出しないようにする目的において、あるいは、基礎
51と上部構造部52との間の雨仕舞いの目的におい
て、あるいはまた、他の目的において、基礎51と上部
構造部52との間を隠すカバー54が備えられる。
[Related Technology and Problems] As shown in FIG. 3A, a seismic isolation device 53 may be provided between a foundation 51 and a superstructure 52 in order to reduce the influence of an earthquake on a building. Yes,
In such a case, for example, in a detached house or an apartment, as shown in the figure, for the purpose of preventing the space between the foundation 51 and the upper structure 52 from being exposed to the outside, or with the foundation 51 and the upper structure 52 A cover 54 is provided for concealing the space between the foundation 51 and the superstructure 52 for the purpose of closing the rain or for another purpose.

【0003】このカバー54の構造として、図3(イ)
に示すように、上下のカバー材55,56を用い、上側
カバー材55を上部構造部52の側に固定状態に取り付
け、また、下側カバー材56を基礎51の側に固定状態
に取り付け、上側カバー材55の下縁部が、下側カバー
材56の上縁部に対し、建物の外側から重なり状となる
ようにしたものを採用することが考えられる。
[0003] As a structure of the cover 54, FIG.
As shown in FIG. 5, the upper cover member 55 is fixedly attached to the upper structure 52 using upper and lower cover members 55 and 56, and the lower cover member 56 is fixedly attached to the foundation 51 side. It is conceivable to adopt a structure in which the lower edge of the upper cover material 55 is overlapped with the upper edge of the lower cover material 56 from outside the building.

【0004】しかしながら、この構造では、免震によっ
て基礎51の側と上部構造部52の側とが水平方向に相
対変位を起こすと、上下のカバー材55,56が衝突し
てしまい、カバー材55,56を損傷させてしまうおそ
れがある。
However, in this structure, if the base 51 and the upper structure 52 are horizontally displaced relative to each other by seismic isolation, the upper and lower cover members 55 and 56 collide with each other, and the cover members 55 , 56 may be damaged.

【0005】そこで、図3(ロ)に示すように、上下の
カバー材55,56間に上下方向に若干の間隔をおくよ
うにし、地震時に基礎51と上部構造部52とが水平方
向に相対変位を起こしても、互いに干渉し合わないよう
な構造にすることが考えられる。
Therefore, as shown in FIG. 3 (b), a slight space is provided between the upper and lower cover members 55 and 56 in the vertical direction so that the foundation 51 and the upper structure portion 52 are relatively positioned horizontally in the event of an earthquake. It is conceivable to adopt a structure that does not interfere with each other even if displacement occurs.

【0006】しかしながら、その場合、基礎51と上部
構造部52との間がしっかりとカバーされず、そのた
め、例えば雨仕舞いを主たる目的とするような場合に
は、上下のカバー材55,56の間を通じて雨が入り込
みやすくなるし、それを防ぐため、上下のカバー材5
5,56間の間隔寸法を可及的に小さく抑えようとする
と、カバー材55,56の取付けに高い精度が必要とな
り、そのため、この間隔寸法をあまり小さく設計するこ
ともできない。
However, in that case, the space between the foundation 51 and the upper structure 52 is not firmly covered. Therefore, for example, when the main purpose is to finish the rain, the space between the upper and lower cover members 55, 56 is required. Through the upper and lower cover materials 5
In order to keep the gap between the members 5 and 56 as small as possible, it is necessary to attach the cover members 55 and 56 with a high degree of accuracy.

【0007】本発明は、上記のような従来の問題点に鑑
み、免震時にカバーが損傷してしまうのを防ぐことがで
き、しかも、免震装置の設けられる上下の構造部間をし
っかりとカバーすることができる構造の免震建物を提供
することを課題とする。
The present invention has been made in consideration of the above-described conventional problems, and can prevent the cover from being damaged during seismic isolation. In addition, the present invention can firmly connect the upper and lower structural parts provided with the seismic isolation device. It is an object to provide a seismic isolation building having a structure that can be covered.

【0008】[0008]

【課題を解決するための手段】上記の課題は、下部構造
部と上部構造部との間に免震装置を介設した免震建物に
おいて、下部構造部と上部構造部との間を建物の外から
隠すカバーが上部構造部の側に枢着され、このカバー
が、免震時、下部構造部の側によって押し動かされ、外
方に回動するものとなされていることを特徴とする免震
建物によって解決される。
An object of the present invention is to provide a base-isolated building in which a seismic isolation device is interposed between a lower structure and an upper structure. An isolating cover is pivotally mounted on the side of the upper structure, and the cover is pushed and moved outward by the side of the lower structure during seismic isolation. Settled by quake building.

【0009】この免震建物では、免震時、カバーが下部
構造部の側によって押し動かされて外方に回動する構造
となされているので、免震時にカバーが損傷してしまう
のが防がれる。しかも、カバーは、免震時、下部構造部
の側によって外方に押し動かされるようになされてい
て、下部構造部の側に対して重なり状にされているか
ら、免震装置の設けられる上下の構造部間をしっかりと
カバーすることができる。雨仕舞いを主目的とする場合
には、雨仕舞いに優れたカバー構造を実現することがで
きる。また、カバーの取付けにさほどの高精度が要求さ
れることもない。
In this seismic isolation building, the cover is pushed and moved outward by the side of the lower structure during the seismic isolation, so that the cover is prevented from being damaged during the seismic isolation. Can come off. In addition, the cover is pushed outward by the lower structure side during the seismic isolation, and is overlapped with the lower structure side. Can be firmly covered. When the main purpose is to finish the rain, it is possible to realize a cover structure excellent in the finish of the rain. Also, the mounting of the cover does not require very high precision.

【0010】上記の免震建物において、下部構造部の側
によって外方に押し動かされて回動したカバーが戻ろう
とするのを阻止又は抑制する戻り防止手段が備えられて
いる場合は、免震時のカバーのバタツキを防ぐことがで
きる。従って、バタツキ音を少なくし、あるいは、なく
すことができると共に、バタツキによるカバーの損傷も
防ぐことができる。
In the above-described seismic isolation building, when the lower structure side is provided with a return preventing means for preventing or suppressing the cover which has been pushed outward and turned to return, the base is isolated. This can prevent the cover from flapping at the time. Therefore, the flapping sound can be reduced or eliminated, and the cover can be prevented from being damaged by the flapping.

【0011】[0011]

【発明の実施の形態】次に、本発明の実施形態を図面に
基づいて説明する。
Next, embodiments of the present invention will be described with reference to the drawings.

【0012】図1(イ)に示す免震建物は、戸建て住宅
やアパートなどの建物であり、1は下部構造部としての
基礎、2は上部構造部であり、基礎1と上部構造部2と
の間に免震装置3が介設されている。免震装置3は、鋼
球などからなる球体4を上下の受け5,6で受ける転が
り免震支承型の免震装置からなっているが、積層ゴムに
よる免震装置であってもよいし、その他の免震装置であ
ってもよい。そして、7が本発明におけるカバーとして
の上側カバー材であり、8は下側カバー材である。これ
ら上下のカバー材7,8によって、基礎1と上部構造部
2との間が外から隠される。なお、基礎1は例えばコン
クリート基礎などからなる。また、上部構造部2におい
て、9は建物躯体の梁、10は床板、11は外壁パネル
であり、12は梁9を隠す目隠しである。
The seismic isolation building shown in FIG. 1A is a building such as a detached house or an apartment, 1 is a foundation as a lower structure, 2 is an upper structure, and a foundation 1 and an upper structure 2 The seismic isolation device 3 is interposed between them. The seismic isolation device 3 is a rolling seismic isolation bearing type seismic isolation device that receives a sphere 4 made of a steel ball or the like with the upper and lower receivers 5 and 6, but may be a seismic isolation device using laminated rubber. Other seismic isolation devices may be used. 7 is an upper cover material as a cover in the present invention, and 8 is a lower cover material. The upper and lower cover members 7 and 8 cover the space between the foundation 1 and the upper structure 2 from the outside. The foundation 1 is made of, for example, a concrete foundation. In the upper structure 2, reference numeral 9 denotes a beam of a building frame, 10 denotes a floor panel, 11 denotes an outer wall panel, and 12 denotes a blind for hiding the beam 9.

【0013】上下のカバー材7,8は、金属や樹脂など
からなっており、上側カバー材7は、その上縁部が上部
構造部2の側、例えば、梁9の下フランジ部分に回動可
能に枢着されて垂下状態に取り付けられ、また、下側カ
バー材8は、基礎1の側、例えば基礎1や、免震装置3
における下側の受け6に対して固定状態に取り付けら
れ、そして、上側カバー材7の下縁部が、下側カバー材
8の上縁部に対し、建物の外側から重なり状となるよう
にされている。また、下側カバー材8の上縁部の外面側
にはゴムなどによる緩衝材13が取り付けられ、上下の
カバー材7,8が直接に衝接しないようにされている。
The upper and lower cover members 7 and 8 are made of metal, resin, or the like, and the upper edge of the upper cover member 7 pivots toward the upper structure 2, for example, the lower flange of the beam 9. The lower cover member 8 is pivotably attached to the base 1 and can be attached in a hanging state.
And the lower edge of the upper cover member 7 is overlapped with the upper edge of the lower cover member 8 from the outside of the building. ing. A cushioning member 13 made of rubber or the like is attached to the outer surface of the upper edge of the lower cover member 8 so that the upper and lower cover members 7 and 8 do not directly come into contact with each other.

【0014】そして、本実施形態の免震建物には、回動
可能に枢着して取り付けた上側カバー材7が外方に回動
した後、自らの自重の作用によって戻る方向に回動を起
こしてしまうのを阻止する戻り防止手段が備えられてい
る。この戻り防止手段は、例えば、枢着部における上側
カバー材7の回動摩擦抵抗を大きく設定することなどに
よって実現することができる。
In the seismic isolation building of this embodiment, after the upper cover member 7 pivotally attached and pivoted outwardly, the upper cover member 7 pivots in a direction to return by its own weight. Return prevention means are provided to prevent it from occurring. This return prevention means can be realized by, for example, setting a large rotational frictional resistance of the upper cover member 7 at the pivot portion.

【0015】上記の免震建物では、地震が起きて地盤と
ともに基礎1の側が水平方向に動き、図1(ロ)に示す
ように、基礎1の側が上部構造部2よりも外方に変位し
た際、上側カバー材7は、下部構造部1の側、即ち、基
礎1の側に取り付けられた下側カバー材8によって押し
動かされて外方に回動する。これにより、上側カバー材
7が地震時に損傷するのが防がれる。
In the above seismic isolation building, an earthquake occurs and the side of the foundation 1 moves in the horizontal direction together with the ground, and the side of the foundation 1 is displaced outward from the upper structure 2 as shown in FIG. At this time, the upper cover member 7 is pushed and moved by the lower cover member 8 attached to the side of the lower structure portion 1, that is, the side of the foundation 1, and rotates outward. This prevents the upper cover member 7 from being damaged during an earthquake.

【0016】そして、図2(イ)(ロ)に示すように、
基礎1の側が上部構造部2の内方側へと動いていって、
上側カバー材7がフリーとなった後も、上側カバー材7
は、上記の戻り防止手段が働いて、自らの自重によって
振り子のように戻ろうとすることはなく、外方に開いた
ままの状態を保持する。従って、基礎1の側が上部構造
部2の内方側へと動いた後、再度、外方へと動いてい
き、この外方へと動いた距離が前回と同じかそれより短
いときは基礎1の側が上側カバー材7に当たってしまう
ことはなく、また、外方へと動いた距離が前回よりも大
きいときでも、基礎1の側の下側カバー8は上側カバー
材7に軽く当たって、上側カバー材7を更に外方に押し
動かすだけであって、免震作動時に上側カバー材7にバ
タツキを生じるのを防ぐことができて、バタツキ音を少
なくあるいはなくすことができると共に、バタツキによ
る上下のカバー材7,8の損傷も防ぐことができる。
Then, as shown in FIGS. 2A and 2B,
The side of the foundation 1 is moving inward of the upper structure 2,
Even after the upper cover material 7 becomes free, the upper cover material 7
Does not try to return like a pendulum by its own weight by the above-mentioned return prevention means, and keeps the state open outward. Therefore, after the side of the foundation 1 moves inward of the upper structure part 2, it moves outward again, and when the distance moved outward is the same as or shorter than the previous time, the foundation 1 Side does not hit the upper cover material 7, and even when the distance moved outward is larger than the last time, the lower cover 8 of the foundation 1 lightly hits the upper cover material 7, Only by pushing the material 7 outward, it is possible to prevent the upper cover material 7 from flapping during the seismic isolation operation, and to reduce or eliminate the fluttering sound, and also to prevent the upper and lower covers from flapping. Materials 7 and 8 can be prevented from being damaged.

【0017】また、上記の免震建物では、点検等の際、
カバー7を回動させるだけで、上部構造部2と基礎1と
の間を外に開放することできて、免震支承部に容易にア
クセスでき、点検等の作業を作業性良く行うことができ
る。その場合、カバー7を、基礎1の延びる方向に所定
の長さ寸法単位、例えば1mくらいの長さ単位で分割し
ておくことにより、カバー7を容易に回動させることが
できるようになる。
In the above seismic isolation building, at the time of inspection, etc.,
By simply rotating the cover 7, the space between the upper structure 2 and the foundation 1 can be opened to the outside, the seismic isolation bearing can be easily accessed, and work such as inspection can be performed with good workability. . In this case, the cover 7 can be easily rotated by dividing the cover 7 in a predetermined length unit, for example, about 1 m in the direction in which the foundation 1 extends.

【0018】以上に、本発明の実施形態を示したが、本
発明はこれに限られるものではなく、発明思想を逸脱し
ない範囲で、各種の変更が可能である。例えば、上記の
実施形態では、戻り防止手段が上側カバー材7の戻りを
阻止するように機能するものとなされているが、戻り防
止手段は、上側カバー材7が低速で戻っていくよう、戻
りを抑制する態様で機能するように構成されていてもよ
い。この場合は、地震時の上側カバー材7のバタツキを
抑制することができると共に、地震後は自ら元の位置に
戻るよう動いていくので、地震後に上側カバー材7が開
いたままになってしまうのを防ぐことができる。また、
上記の実施形態では、戻り防止手段を備えさせた例を示
しているが、上側カバー材を自由に回動するように枢着
してもよいし、バネなどの付勢手段により戻り方向に付
勢するようにしてもよい。後者の場合は、地震後に上側
カバー材7が開いたままになってしまうのをより一層確
実に防ぐことができる。また、上記の実施形態では、上
側カバー材7のほかに下側カバー材8を備えさせた場合
を示しているが、上側カバー材のみでカバーし、下側カ
バー材を省略するようにしてもよい。また、本発明は、
戸建て住宅やアパートの他、各種建物に用いられてよい
ことはいうまでもない。なお、下部構造部は、基礎に限
られるものではなく、免震すべき上部構造部の下に備え
られる構造部であればよく、従って、例えば、免震装置
を階間部に備えさせる場合は、階下部分が下部構造部と
なり、階上部が上部構造部となる。
Although the embodiment of the present invention has been described above, the present invention is not limited to this, and various changes can be made without departing from the spirit of the invention. For example, in the above embodiment, the return prevention means functions to prevent the return of the upper cover material 7, but the return prevention means controls the return so that the upper cover material 7 returns at a low speed. May be configured to function in a manner that suppresses In this case, flapping of the upper cover material 7 during an earthquake can be suppressed, and the upper cover material 7 remains open after the earthquake because it moves back to its original position after the earthquake. Can be prevented. Also,
In the above embodiment, the example in which the return preventing means is provided is shown. However, the upper cover material may be pivotally attached so as to freely rotate, or may be attached in the return direction by a biasing means such as a spring. You may make it go. In the latter case, it is possible to more reliably prevent the upper cover member 7 from being left open after the earthquake. Further, in the above-described embodiment, the case where the lower cover material 8 is provided in addition to the upper cover material 7 is shown. However, the cover may be covered only with the upper cover material and the lower cover material may be omitted. Good. Also, the present invention
It goes without saying that it may be used for various buildings other than detached houses and apartments. The lower structure is not limited to the foundation, but may be any structure provided below the upper structure to be seismically isolated. The lower floor portion is a lower structure portion, and the upper floor portion is an upper structure portion.

【0019】[0019]

【発明の効果】上述の次第で、本発明は、以上のとおり
のものであるから、免震作動時にカバーが損傷してしま
うのを防ぐことができ、しかも、免震装置の設けられる
上下の構造部間をしっかりとカバーすることができる。
As described above, the present invention is as described above, so that it is possible to prevent the cover from being damaged at the time of seismic isolation operation, and furthermore, the upper and lower parts where the seismic isolation device is provided are provided. It is possible to firmly cover between the structural parts.

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

【図1】図(イ)は実施形態の免震建物におけるカバー
取付け部分を示す断面図、図(ロ)は免震時にカバーが
外方に押し動かされて回動した状態を示す断面図であ
る。
FIG. 1A is a cross-sectional view showing a cover attachment portion in a seismic isolation building according to an embodiment, and FIG. 1B is a cross-sectional view showing a state where a cover is pushed outward and rotated during seismic isolation. is there.

【図2】図(イ)(ロ)は下部構造部の側が上記とは逆
の方向に動いていくときの状態を順次に示す断面図であ
る。
FIGS. 2 (a) and 2 (b) are cross-sectional views sequentially showing states when a lower structure portion moves in a direction opposite to the above.

【図3】図(イ)(ロ)はそれぞれカバー取付け部分の
構造の関連技術を示す断面図である。
FIGS. 3 (a) and 3 (b) are cross-sectional views showing a related technique of a structure of a cover attaching portion.

【符号の説明】[Explanation of symbols]

1…基礎(下部構造部) 2…上部構造部 3…免震装置 7…上側カバー材(カバー) DESCRIPTION OF SYMBOLS 1 ... Foundation (lower structure part) 2 ... Upper structure part 3 ... Seismic isolation device 7 ... Upper cover material (cover)

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 下部構造部と上部構造部との間に免震装
置を介設した免震建物において、 下部構造部と上部構造部との間を建物の外から隠すカバ
ーが上部構造部の側に枢着され、このカバーが、免震
時、下部構造部の側によって押し動かされ、外方に回動
するものとなされていることを特徴とする免震建物。
1. A seismic isolation building having a seismic isolation device interposed between a lower structure and an upper structure, wherein a cover for hiding the space between the lower structure and the upper structure from outside the building is provided on the upper structure. A base-isolated building pivotally mounted on a side, wherein the cover is pushed and moved outward by the side of the lower structure part during the seismic isolation.
【請求項2】 下部構造部の側によって外方に押し動か
されて回動したカバーが戻ろうとするのを阻止又は抑制
する戻り防止手段が備えられている請求項1に記載の免
震建物。
2. The seismic isolation building according to claim 1, further comprising return prevention means for preventing or suppressing the cover which has been pushed outward by the lower structural portion and turned so as to return.
JP2000072659A 2000-03-15 2000-03-15 Seismic isolation building Expired - Fee Related JP4298122B2 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004116196A (en) * 2002-09-27 2004-04-15 Daiwa House Ind Co Ltd Draining structure
JP2007191967A (en) * 2006-01-20 2007-08-02 Panahome Corp Base isolation residence
KR101884782B1 (en) * 2017-11-20 2018-08-02 (주)엔타이어세이프 Seismic showcase with seismic module concealment device

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5941583A (en) * 1982-08-30 1984-03-07 美和ロツク株式会社 Door closer
JPS61146986A (en) * 1984-12-21 1986-07-04 日本電気精器株式会社 Brake apparatus of door closure
JPH11336370A (en) * 1998-05-29 1999-12-07 Sekisui Chem Co Ltd Unit building, construction method thereof and base isolated building

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5941583A (en) * 1982-08-30 1984-03-07 美和ロツク株式会社 Door closer
JPS61146986A (en) * 1984-12-21 1986-07-04 日本電気精器株式会社 Brake apparatus of door closure
JPH11336370A (en) * 1998-05-29 1999-12-07 Sekisui Chem Co Ltd Unit building, construction method thereof and base isolated building

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004116196A (en) * 2002-09-27 2004-04-15 Daiwa House Ind Co Ltd Draining structure
JP2007191967A (en) * 2006-01-20 2007-08-02 Panahome Corp Base isolation residence
KR101884782B1 (en) * 2017-11-20 2018-08-02 (주)엔타이어세이프 Seismic showcase with seismic module concealment device

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