JP2002038761A - Seismically isolated residence - Google Patents

Seismically isolated residence

Info

Publication number
JP2002038761A
JP2002038761A JP2000225942A JP2000225942A JP2002038761A JP 2002038761 A JP2002038761 A JP 2002038761A JP 2000225942 A JP2000225942 A JP 2000225942A JP 2000225942 A JP2000225942 A JP 2000225942A JP 2002038761 A JP2002038761 A JP 2002038761A
Authority
JP
Japan
Prior art keywords
concrete
foundation
building body
seismic isolation
base
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
JP2000225942A
Other languages
Japanese (ja)
Other versions
JP3815656B2 (en
Inventor
Junji Okabe
潤二 岡部
Toyohiko Higashida
豊彦 東田
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.)
Sekisui House Ltd
Original Assignee
Sekisui House 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 Sekisui House Ltd filed Critical Sekisui House Ltd
Priority to JP2000225942A priority Critical patent/JP3815656B2/en
Publication of JP2002038761A publication Critical patent/JP2002038761A/en
Application granted granted Critical
Publication of JP3815656B2 publication Critical patent/JP3815656B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Residential Or Office Buildings (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve appearance on the lower side of a building body in a seismically isolated residence supported under the state in which the residence is floated from a ground surface by a seismically isolated element. SOLUTION: In the seismically isolated residence in which the building body is supported on a foundation (21) through the seismically isolated elements (22), a concrete erecting section (34) is erected from the foundation side (21) along the outer circumference of the building body, and the same appearance as a general residence, in which a building is constructed on a concrete foundation, is obtained by the erection of the concrete erecting section (34).

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】この発明は、免震要素を介し
て支持された免震住宅であって、特に建物本体下側の隙
間部分の遮蔽構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a base-isolated house supported via a base-isolating element, and more particularly to a shielding structure for a gap below a building body.

【0002】[0002]

【従来の技術】大地震の際の地盤の振動が住宅に伝わる
のを防止する手段として、建物本体を免震要素を介して
支承することが行われている。
2. Description of the Related Art As means for preventing ground vibrations from being transmitted to a house during a large earthquake, a building body is supported via seismic isolation elements.

【0003】この種の免震要素としては、地盤からの振
動を水平方向のすべりによって吸収するすべり支承、同
じく転がりによって吸収する転がり支承、積層ゴムによ
って吸収するゴム支承などがあるが、いずれの場合にお
いても、基礎の上にいずれかの免震要素を設置して、こ
の免震要素の上に建物本体の土台梁を載せ、更にその上
に壁、床等を構築するものである。
As this type of seismic isolation element, there are a sliding bearing that absorbs vibration from the ground by horizontal sliding, a rolling bearing that also absorbs by rolling, and a rubber bearing that absorbs by laminated rubber. In this method, any seismic isolation element is installed on a foundation, a foundation beam of a building body is placed on the seismic isolation element, and a wall, a floor, and the like are further constructed thereon.

【0004】図4は、従来におけるこの種の免震住宅を
概略的に示したもので、コンクリートを打設して形成さ
れたスラブ基礎(1)の上に、免震要素(2)を要所要所に
設置している。この免震要素(2)の上に1階の土台梁
(3)を載せて、この土台梁(3)の上に、壁(4)、床(5)
が支持されている。
[0004] Fig. 4 schematically shows a conventional seismic isolation house of this type. A seismic isolation element (2) is required on a slab foundation (1) formed by casting concrete. Installed in required places. On this seismic isolation element (2), the first floor base beam
Place (3) on this base beam (3), wall (4), floor (5)
Is supported.

【0005】このように免震支持された住宅において
は、建物本体(8)は免震要素(2)によって地盤から浮い
た状態で支持されることになり、外側から見たとき、建
物本体(8)の下側に大きな隙間(13)を生ずることにな
る。このため、従来においては、図のように、建物本体
(8)の外壁側から垂らした水切カバー(14)の下端を地盤
近くまで延長して、この部分の隙間(13)を塞ぐようにし
ている。
[0005] In a house thus supported by seismic isolation, the building body (8) is supported by the seismic isolation element (2) in a state of being suspended from the ground. 8) A large gap (13) will be formed underneath. For this reason, conventionally, as shown in the figure,
The lower end of the draining cover (14) hanging from the outer wall side of (8) is extended to near the ground so as to close the gap (13) in this portion.

【0006】[0006]

【発明が解決しようとする課題】コンクリート基礎の上
に建物本体を構築する住宅においては、外側から見たと
き、地盤から基礎コンクリートの立ち上がり部が見え、
その上に建物本体が乗っている形が一般である。しかし
ながら、免震住宅においては、上記のように、建物本体
(8)の下側には地盤近くまで水切カバー(14)が覆ってい
るので、従来からの住宅とは外観が異なり、違和感をも
たらすとともに、コンクリートの基礎が見えないので却
って不安定な印象を与えやすいという欠点がある。
In a house in which a building body is constructed on a concrete foundation, when viewed from the outside, a rising portion of the foundation concrete can be seen from the ground,
It is common for the building itself to be on top of it. However, in the case of seismically isolated houses,
(8) The drainage cover (14) covers the ground close to the ground, which makes it look different from a conventional house, giving a sense of incongruity. There is a disadvantage that it is easy to give.

【0007】また、土台梁(3)が地盤近くに位置するま
で地盤を深く掘削して、免震要素(2)を低く設置するこ
とが考えられるが、この場合でもやはり同様の欠点があ
るのみならず、掘削土量が多くなってコストが高くなる
とともに、排出土の処分の問題を生ずる不都合がある。
Further, it is conceivable to excavate the ground deeply until the base beam (3) is located near the ground and install the seismic isolation element (2) at a low level. In addition, the amount of excavated soil increases, the cost increases, and there is a problem that a problem of disposal of the discharged soil occurs.

【0008】[0008]

【課題を解決するための手段】上記の課題を解決するた
め、この発明は、基礎上に免震要素を介して建物本体を
支持する免震住宅において、建物本体の外周に沿って、
基礎側からコンクリート立ち上がり部を立ち上げてなる
ことを特徴とする。
In order to solve the above-mentioned problems, the present invention relates to a base-isolated house which supports a building body via a base-isolating element on a foundation.
It is characterized by standing up the concrete rising part from the foundation side.

【0009】上記において、この出願の請求項2の発明
では、コンクリート立ち上がり部はコンクリート製スラ
ブ基礎と一体に打設されているものが提供される。
In the above, according to the invention of claim 2 of the present application, the concrete rising portion is provided integrally with the concrete slab foundation.

【0010】同じくこの出願の請求項3の発明は、コン
クリート立ち上がり部上端と建物本体の外壁下端との間
の隙間を、建物本体側から垂らしたカバーで覆うもので
ある。
[0010] Similarly, in the invention of claim 3 of the present application, the gap between the upper end of the concrete rising portion and the lower end of the outer wall of the building body is covered with a cover hanging down from the building body side.

【0011】さらに、この出願の請求項4の発明では、
化粧コンクリートの上端面は、免震要素の上に設置され
た土台梁の下面よりも下側であるものが提供される。
Further, in the invention of claim 4 of the present application,
An upper end surface of the decorative concrete is provided that is lower than a lower surface of a base beam installed on the seismic isolation element.

【0012】[0012]

【発明の実施の形態】図1は、この発明の免震住宅の支
持構造を概略的に示したもので、(21)は、コンクリート
製のスラブ基礎であって、例えば、地盤を浅く掘削して
割栗地業を行った上に打設している。このスラブ基礎(2
1)の要所要所に台座(20)を設置するとともに、その上に
免震要素(22)を配置している。免震要素(22)の上に跨る
ようにして、例えばH形鋼からなる土台梁(23)を載せ
て、この土台梁(23)を土台として、外壁(24)等の壁及び
床(25)を構築してある。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 schematically shows a support structure of a base-isolated house according to the present invention, wherein (21) is a concrete slab foundation, for example, when the ground is excavated shallowly. It has been put into place after doing the splittering business. This slab foundation (2
A pedestal (20) is installed at the key points in 1), and a seismic isolation element (22) is placed on it. A base beam (23) made of, for example, an H-section steel is placed so as to straddle the seismic isolation element (22), and the base beam (23) is used as a base, and the walls and floor (25) ) Has been built.

【0013】図2は、上記建物本体の外壁(24)下端部の
詳細を示している。(26)は、前記免震要素(22)へ載せら
れた土台梁(23)に対して、その土台梁(23)の先端に、接
合プレート(27)を介して接合された外周部の土台梁であ
り、建物外壁(24)に沿って配置されている。この外周部
の土台梁(26)も、免震要素(22)上の土台梁(23)と同じ断
面のH形鋼からなるが、その上に、軸組フレーム(28)が
設置され、この軸組フレーム(28)の内側に内壁材(29)が
取り付けられ、外側に外装材(30)が取り付けられて、前
記の外壁(24)を構成している。
FIG. 2 shows the details of the lower end of the outer wall (24) of the building body. (26) is a base beam (23) mounted on the seismic isolation element (22), and a base at an outer peripheral portion joined to a distal end of the base beam (23) via a joining plate (27). It is a beam and is arranged along the building outer wall (24). The base beam (26) at the outer periphery is also made of H-section steel having the same cross section as the base beam (23) on the seismic isolation element (22), on which a frame (28) is installed. An inner wall material (29) is mounted inside the framed frame (28), and an exterior material (30) is mounted outside, thus constituting the outer wall (24).

【0014】(31)は、ALC板その他のコンクリート板
からなる床パネルであり、前記免震要素(22)上の土台梁
(23)の中間部間に落とし込んで、土台梁(26)に取付けた
プレート(40)の上に設置され、その上に、床板(33)が張
られている。
(31) is a floor panel made of an ALC plate or other concrete plate, and a base beam on the seismic isolation element (22).
It is dropped on the middle part of (23) and is set on a plate (40) attached to a base beam (26), and a floor plate (33) is stretched thereon.

【0015】上記外周部の土台梁(26)の下側には、スラ
ブ基礎(21)の外周端部より上方に立ち上がるようにし
て、そのスラブ基礎(21)と一体に打設されたコンクリー
ト製の基礎立ち上がり部(34)が立ち上がっており、これ
によって、建物本体の下側である土台梁(26)の下側の隙
間(35)を覆っている。
Below the base beam (26) of the outer peripheral portion, a concrete slab is cast integrally with the slab foundation (21) so as to stand up from the outer peripheral end of the slab foundation (21). The foundation rising portion (34) of the building stands up, thereby covering the gap (35) below the base beam (26), which is the lower side of the building body.

【0016】(36)は、水切カバーであり、その上端の水
平部(37)を、土台梁(26)の上面と前記軸組フレーム(28)
との間に挟み込んで取り付けられており、水平部(37)の
外側の端部より折れ曲がった垂直なカバー本体(38)を、
土台梁(26)の外側に垂らして、この土台梁(26)の外側を
覆うとともに、その土台梁(26)の下面と基礎立ち上がり
部(34)との間の隙間を塞いでいる。
A draining cover (36) has a horizontal part (37) at the upper end thereof and an upper surface of a base beam (26) and the shaft frame (28).
The vertical cover body (38) bent from the outer end of the horizontal part (37)
Hanging on the outside of the base beam (26), the outside of the base beam (26) is covered, and the gap between the lower surface of the base beam (26) and the foundation rising portion (34) is closed.

【0017】また、この水切カバー(35)の下端は内側に
ほぼ直角に折曲されているが、大地震の際の水平方向の
揺れによって、基礎立ち上がり部(34)と緩衝して破損し
ないよう、その基礎立ち上がり部(34)よりも僅かに上方
に位置している。
The lower end of the drainage cover (35) is bent inward at a substantially right angle. , Is located slightly above the base rising portion (34).

【0018】上記において、基礎立ち上がり部(34)は、
外側の地盤面(39)よりも上方に突出しており、図3で示
すように、一般の住宅と同じように、建物本体の下側に
コンクリート面が露出し、これによって、コンクリート
基礎によって直接支持されたかのような外観を呈してい
る。
In the above, the basic rising portion (34)
It protrudes above the outer ground surface (39), and as shown in Fig. 3, the concrete surface is exposed below the building body, as in a general house, and thus is directly supported by the concrete foundation. It has the appearance as if it had been done.

【0019】[0019]

【発明の効果】以上のように、この発明によれば、免震
要素があるために建物本体が地盤面から浮き上がって支
承されていても、その建物本体の下側にコンクリート立
ち上がり部が地盤から突出してその下側の隙間を覆うこ
とになるから、コンクリート基礎の立ち上がり部で支持
された一般の住宅と同じような外観が得られ、見る者に
違和感を与えることがなく、外観に優れた免震構造の住
宅が得られる。
As described above, according to the present invention, even when the building main body is supported by being raised from the ground surface due to the presence of the seismic isolation element, the concrete rising portion is provided below the building main body from the ground. Since it protrudes and covers the gap underneath, it has the same appearance as a general house supported by the rising part of the concrete foundation, does not give a stranger to the viewer, and has excellent appearance A seismically structured house is obtained.

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

【図1】この発明の実施形態を示す免震住宅の概略断面
図である。
FIG. 1 is a schematic sectional view of a base-isolated house showing an embodiment of the present invention.

【図2】同じく外壁の下端部分を縦断して示す断面図で
ある。
FIG. 2 is a cross-sectional view showing a lower end portion of the outer wall in a longitudinal direction.

【図3】この発明の免震住宅の外観図である。FIG. 3 is an external view of a base-isolated house according to the present invention.

【図4】従来の免震住宅の支持構造を示す概略断面図で
ある。
FIG. 4 is a schematic sectional view showing a conventional support structure for a base-isolated house.

【符号の説明】[Explanation of symbols]

(21) スラブ基礎 (22) 免震要素 (23)(26) 土台梁 (34) 基礎コンクリート立ち上がり部 (21) Slab foundation (22) Seismic isolation element (23) (26) Foundation beam (34) Rise of foundation concrete

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 基礎上に免震要素を介して建物本体を支
持する免震住宅において、建物本体の外周に沿って、基
礎側からコンクリート立ち上り部を立ち上げてなること
を特徴とする免震住宅。
Claims: 1. A seismic isolation house supporting a building body on a foundation via a seismic isolation element, wherein a concrete rising portion is raised from the foundation side along the outer periphery of the building body. Housing.
【請求項2】 コンクリート立ち上り部はコンクリート
製スラブ基礎と一体に打設されている請求項1記載の免
震住宅。
2. The seismic isolation house according to claim 1, wherein the concrete rising portion is cast integrally with the concrete slab foundation.
【請求項3】 コンクリート立ち上り部上端と建物本体
の外壁下端との間の隙間を、建物本体側から垂らしたカ
バーで覆ってあることを特徴とする請求項1又は2記載
の免震住宅。
3. The seismically isolated house according to claim 1, wherein a gap between an upper end of the concrete rising portion and a lower end of the outer wall of the building body is covered by a cover hanging down from the building body side.
【請求項4】 化粧コンクリートの上端面は、免震要素
の上に設置された土台梁の下面よりも下側である請求項
1から3のいずれかに記載の免震住宅。
4. The base-isolated house according to claim 1, wherein an upper end surface of the decorative concrete is lower than a lower surface of a base beam installed on the base-isolation element.
JP2000225942A 2000-07-26 2000-07-26 Seismic isolated house Expired - Fee Related JP3815656B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000225942A JP3815656B2 (en) 2000-07-26 2000-07-26 Seismic isolated house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000225942A JP3815656B2 (en) 2000-07-26 2000-07-26 Seismic isolated house

Publications (2)

Publication Number Publication Date
JP2002038761A true JP2002038761A (en) 2002-02-06
JP3815656B2 JP3815656B2 (en) 2006-08-30

Family

ID=18719645

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000225942A Expired - Fee Related JP3815656B2 (en) 2000-07-26 2000-07-26 Seismic isolated house

Country Status (1)

Country Link
JP (1) JP3815656B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007255087A (en) * 2006-03-24 2007-10-04 Sekisui House Ltd Gap blocking member
CN107542281A (en) * 2016-09-27 2018-01-05 河南众联云科工程技术有限公司 The fast-assembling mobile house of bradyseism noise reduction
CN114658125A (en) * 2022-03-24 2022-06-24 澳创国际工程设计(深圳)有限公司 Shock insulation support for recycling temporary building and use method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007255087A (en) * 2006-03-24 2007-10-04 Sekisui House Ltd Gap blocking member
CN107542281A (en) * 2016-09-27 2018-01-05 河南众联云科工程技术有限公司 The fast-assembling mobile house of bradyseism noise reduction
CN107542281B (en) * 2016-09-27 2020-07-03 河南众联云科工程技术有限公司 Quick-assembling mobile house that bradyseism was fallen and is made an uproar
CN114658125A (en) * 2022-03-24 2022-06-24 澳创国际工程设计(深圳)有限公司 Shock insulation support for recycling temporary building and use method thereof
CN114658125B (en) * 2022-03-24 2023-09-05 澳创国际工程设计(深圳)有限公司 Shock insulation support for temporary building cyclic utilization and use method thereof

Also Published As

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