JP3066526B2 - Fire protection equipment for seismically isolated buildings - Google Patents

Fire protection equipment for seismically isolated buildings

Info

Publication number
JP3066526B2
JP3066526B2 JP9054756A JP5475697A JP3066526B2 JP 3066526 B2 JP3066526 B2 JP 3066526B2 JP 9054756 A JP9054756 A JP 9054756A JP 5475697 A JP5475697 A JP 5475697A JP 3066526 B2 JP3066526 B2 JP 3066526B2
Authority
JP
Japan
Prior art keywords
seismic isolation
fire
opening
pit
slab
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.)
Expired - Lifetime
Application number
JP9054756A
Other languages
Japanese (ja)
Other versions
JPH10252181A (en
Inventor
邦弘 関
太郎 福永
圭一 宮本
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP9054756A priority Critical patent/JP3066526B2/en
Publication of JPH10252181A publication Critical patent/JPH10252181A/en
Application granted granted Critical
Publication of JP3066526B2 publication Critical patent/JP3066526B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

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

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明が属する技術分野】本発明は、基礎に免震装置を
設置した免震建物の防火設備に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fire protection system for a base-isolated building having a base installed with a base-isolation device.

【0002】[0002]

【従来の技術】建物の免震装置として例えばゴムと鋼板
とを交互に積み重ねた積層ゴムによる免震ゴム1があ
り、この免震ゴム1を使用して建物を免震構造とするに
は、図6、図7に示すように免震ピット3を形成し、こ
の免震ピット3に免震ゴム1を配置して建物躯体2の基
礎部を支承する。
2. Description of the Related Art As a seismic isolation device for a building, for example, there is a seismic isolation rubber 1 made of laminated rubber in which rubber and steel plates are alternately stacked. As shown in FIGS. 6 and 7, a seismic isolation pit 3 is formed, and a seismic isolation rubber 1 is arranged in the seimic pit 3 to support the foundation of the building frame 2.

【0003】図示の例では、免震ピット3は建物躯体2
の1階2aと地下1階2bとの間の中間階をなすもので
あり、1階2aのスラブ4を支持する基礎梁5と免震ピ
ット3のスラブ6との間に免震ゴム1を設置して地震時
の揺れを建物躯体2にできるかぎり伝えないようにして
いる。
In the illustrated example, the seismic isolation pit 3 is
Of the basement floor 5 supporting the slab 4 of the first floor 2a and the slab 6 of the seismic isolation pit 3 It is installed to prevent the shaking during the earthquake from being transmitted to the building frame 2 as much as possible.

【0004】このように免震ゴム1を設置した免震ピッ
ト3によって建物躯体2が地盤と縁切りされるため、建
物躯体2の下方には免震ピット3の箇所で建物の1階や
地階、屋外などと連通する開口部7が生じる。
[0004] Since the building skeleton 2 is cut off from the ground by the seismic isolation pit 3 in which the seismic isolation rubber 1 is installed, the first floor and the basement of the building at the location of the seismic isolation pit 3 are located below the building skeleton 3. An opening 7 communicating with the outdoors or the like is generated.

【0005】この開口部7を図示の例についてさらに説
明すると、免震ピット3の直下の地下1階2bを機械式
駐車場としてここに水平循環2段式の駐車機械を据え付
けており、免震ピット3のスラブ6に車両の昇降のため
の開口9を設けて、地下1階の機械式駐車場と地上の1
階2aの駐車場前室8とを連通している。図中10は前記
開口9に設置した車両を昇降するためのリフト、11は駐
車場前室8に設置したターンテーブルである。
The opening 7 will be further described with reference to the example shown in the drawing. A two-level horizontal circulation type parking machine is installed here as a mechanical parking space on the first basement floor 2b immediately below the seismic isolation pit 3. The slab 6 of the pit 3 is provided with an opening 9 for raising and lowering the vehicle.
It communicates with the front parking lot 8 on the floor 2a. In the figure, reference numeral 10 denotes a lift installed in the opening 9 for elevating and lowering the vehicle, and reference numeral 11 denotes a turntable installed in the front room 8 of the parking lot.

【0006】そして、開口9の箇所では、免震ピット3
のスラブ6を立ち上げて立ち上がり壁12としているが、
この立ち上がり壁12と基礎梁5との間には地震時の揺れ
を吸収して地盤と建物躯体2とを縁切りするための隙間
である開口部7が形成される。
At the opening 9, the seismic isolation pit 3
Up the slab 6 and the rising wall 12
An opening 7 is formed between the rising wall 12 and the foundation beam 5 as a gap for absorbing shaking at the time of an earthquake and separating the ground from the building frame 2.

【0007】この開口部7は図示の例では直接的には地
下1階2bの機械式駐車場と1階2aの駐車場前室8と
に連通し、さらに、駐車場前室8を介して屋外にも連通
する構造となっているが、屋外に直接連通する構造とな
ることもある。
In the illustrated example, the opening 7 communicates directly with the mechanical parking lot on the first basement floor 2b and the parking lot front room 8 on the first floor 2a, and further through the parking lot front room 8. It has a structure that communicates with the outdoors, but it may have a structure that communicates directly with the outdoors.

【0008】[0008]

【発明が解決しようとする課題】このように免震ピット
3とその下階(図示の場合は地下1階2b)やその上の
階(図示の場合は地上の1階2a)、あるいは屋外との
間に開口部7が形成される免震構造の建物では、地下1
階2bや地上の1階2aあるいは別の建物で火災が発生
した場合、火災による炎や煙が免震ピット3に侵入し、
免震機能が損なわれるおそれがあるが、従来の建物では
これに対処する有効な手段として確立されたものはなか
った。
As described above, the seismic isolation pit 3 and its lower floor (the first floor 2b underground in the illustrated case) or the floor above it (the first floor 2a above the ground in the illustrated case) or the outside. In a base-isolated building where an opening 7 is formed between
If a fire occurs on the floor 2b, the ground floor 2a on the ground, or another building, the fire or smoke from the fire enters the seismic isolation pit 3,
The seismic isolation function may be impaired, but no traditional building has established an effective means of dealing with this.

【0009】本発明は前記従来例の不都合を解消し、免
震ピットとその下階やその上階、あるいは屋外との間に
開口部が形成される免震建物において、この開口部を介
して火災が免震ピットに及ぶことを防止でき、火災時に
も免震機能を確保できる防火設備を提供することにあ
る。
The present invention solves the inconvenience of the prior art, and in a base-isolated building in which an opening is formed between a base-isolated pit and its lower floor, its upper floor, or the outside, through this opening. It is an object of the present invention to provide fire prevention equipment capable of preventing a fire from reaching a seismic isolation pit and securing a seismic isolation function even in the event of a fire.

【0010】[0010]

【課題を解決するための手段】本発明は前記目的を達成
するため、免震ゴムなどの免震装置の設置場所としての
免震ピットを形成し、この免震ピットに配置した免震装
置で建物躯体を支承し、前記免震ピットが屋外や他所と
連通する開口部を可撓性の耐火帯で閉塞する免震建物の
防火設備において、耐火帯は、開口部の近傍に位置する
梁の側部と免震ピットのスラブからの立ち上がり壁とに
両端が取り付けられて、梁の側部と免震ピットのスラブ
からの立ち上がり壁との間の隙間にU字状に垂れ下がる
ように配設されること、および、耐火帯は、免震ピット
のスラブからの立ち上がり壁に該耐火帯に形成したルー
ズホールを介して水平方向にスライド自在に取り付けら
れることを要旨とするものである。
In order to achieve the above object, the present invention forms a seismic isolation pit as a place for installing a seismic isolation device such as seismic isolation rubber and the like. In a fire-resistant facility for a base-isolated building that supports a building frame and the opening of the seismic isolation pit communicating with the outdoors or other places is closed with a flexible fire-resistant zone, the fire-resistant zone is a beam located near the opening. Both ends are attached to the side and the rising wall from the slab of the seismic isolation pit, and are arranged so as to hang down in a U-shape in the gap between the side of the beam and the rising wall from the slab of the seismic isolation pit. The gist of the present invention is that the fireproof belt is slidably mounted in a horizontal direction on a rising wall from the slab of the seismic isolation pit through a loose hole formed in the fireproof belt.

【0011】請求項1及び2記載の本発明で共通する作
用としては、免震ゴムなどの免震装置の設置場所として
の免震ピットを形成し、この免震ピットに配置した免震
装置で建物躯体を支承する免震建物において、前記免震
ピットが建物のその上階や下階、または屋外などと連通
する開口部を可撓性の耐火帯で閉塞することにより、こ
れら上階や下階、屋外からの火災が免震ピットに及ぶこ
とを阻止できる。そして、開口部を耐火帯で閉塞して
も、これを可撓性のものとしたから地震時には揺れによ
る動きに追随して撓み、免震機能を損なうことはない。
The common function of the present invention described in claims 1 and 2 is that a seismic isolation pit is formed as a place for installing a seismic isolation device such as seismic isolation rubber, and the seismic isolation device disposed in the seismic isolation pit is used. In a seismic isolation building supporting a building frame, the seismic isolation pit closes an opening communicating with the upper floor or lower floor of the building or the outside with a flexible fire-resistant zone, so that the upper floor or lower floor is closed. Fire from the floor and outdoors can be prevented from reaching the seismic isolation pit. Even if the opening is closed with a fireproof zone, it is made flexible so that it flexes following the movement due to shaking during an earthquake and does not impair the seismic isolation function.

【0012】これに加えて、請求項1記載の本発明によ
れば、耐火帯は、開口部の近傍に位置する梁の側部と免
震ピットのスラブからの立ち上がり壁とに両端が取り付
けられて、梁の側部と免震ピットのスラブからの立ち上
がり壁との間の隙間にU字状に垂れ下がるように遊びを
もって配設されるから、この垂れ下がりの遊び分で地震
時の揺れによる開口部の幅の変化に対処することがで
き、梁と免震ピットのスラブとの縁切りを確保できる。
In addition to the above, according to the present invention, both ends of the fireproof zone are attached to the side of the beam located near the opening and the rising wall from the slab of the seismic isolation pit. It is arranged with a play so as to hang down in a U-shape in the gap between the side of the beam and the rising wall from the slab of the seismic isolation pit. The width of the beam can be coped with and the margin between the beam and the slab of the seismic isolation pit can be secured.

【0013】一方、請求項2記載の本発明によれば、前
記作用に加えて、耐火帯は免震ピットのスラブからの立
ち上がり壁に該耐火帯に形成したルーズホールを介して
水平方向にスライド自在に取り付けたから、開口部の長
さ方向、すなわち垂れ下がりの遊び分のない方向への揺
れに対しては、免震ピットのスラブの立ち上がり壁が水
平移動しても、この動きはルーズホールで吸収されて耐
火帯に伝達することはなく、縁切りされた状態を確保で
き、この方向の揺れにも対処できる。
According to the second aspect of the present invention, in addition to the above operation, the fireproof zone slides horizontally on the rising wall from the slab of the seismic isolation pit through the loose hole formed in the fireproof zone. Because it is freely mounted, even if the rising wall of the slab of the seismic isolation pit moves horizontally, this movement is absorbed by the loose hole against the swing in the length direction of the opening, that is, the direction where there is no play of hanging. It is not transmitted to the refractory zone, it is possible to secure the marginal state, and it is possible to cope with shaking in this direction.

【0014】[0014]

【発明の実施の形態】以下、図面について本発明の実施
の形態を詳細に説明する。図1は本発明の防火設備の実
施の形態を示す縦断正面図、図2は同上要部の縦断正面
図で、本発明の防火設備が設置される建物の全体構造は
図6、図7について既に説明した通りであるから、ここ
での詳細な説明は省略する。
Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a vertical sectional front view showing an embodiment of the fire protection equipment of the present invention, and FIG. 2 is a vertical front view of a main part of the fire protection equipment according to the first embodiment. Since it is as already explained, detailed explanation here is omitted.

【0015】本発明は免震ピット3を備える免震構造の
建物に実施されるもので、免震ピット3と地下1階2b
との間のスラブ6に形成される開口9の箇所で、該開口
9の周囲位置でスラブ6からの立ち上がり壁12と建物躯
体2の梁、図示の例では、基礎部である基礎梁5との間
に形成される溝状の隙間である開口部7を可撓性の耐火
帯13で閉塞した。
The present invention is embodied in a seismically isolated building having a seismic isolation pit 3, and includes a seismic isolation pit 3 and a first basement floor 2b.
At the location of the opening 9 formed in the slab 6 between the slab 6 and the rising wall 12 from the slab 6 and the beam of the building frame 2 around the opening 9, in the illustrated example, the foundation beam 5 which is the foundation. The opening 7, which is a groove-shaped gap formed therebetween, was closed with a flexible fireproof zone 13.

【0016】耐火帯13は、一例として可撓性を有するも
のとしてt=25.0mmのアルミナセラミックブランケット
を使用する。これは日本エキスパンションジョイント工
業会の耐火エキスパンションジョイント・カバー(耐火
時間2時間、BCJ−防災235〜 236、495 〜 499号)
に使用されているものと同等品である。
The refractory zone 13 uses, for example, an alumina ceramic blanket of t = 25.0 mm as having flexibility. This is the fireproof expansion joint cover of the Japan Expansion Joint Industry Association (fireproof time: 2 hours, BCJ-Disaster Prevention 235-236, 495-499)
It is equivalent to the one used for

【0017】なお、形状:7200× 600×12.5(mm)の品
名:カオウール ブランケット8P(JIS2号 相当
品)の性能試験結果は下記の表の通りである。
The performance test results of the shape: 7200 × 600 × 12.5 (mm) product name: Kaowool blanket 8P (JIS No. 2 equivalent product) are as shown in the table below.

【0018】[0018]

【表1】 [Table 1]

【0019】耐火帯13の開口部7への取付構造を説明す
ると、L字形の取付金物14,15をそれぞれ基礎梁5の側
面と立ち上がり壁12の側面とにボルトで固定しておき、
これらのL字形の取付金物14,15に耐火帯13の長さ方向
の端部を取り付ける。この場合、耐火帯13の幅は開口部
7の幅よりも長尺に形成して開口部7の内部にU字形に
垂れ下がるように取り付けて遊び分13aを設ける。
The mounting structure of the fireproof zone 13 to the opening 7 will be described. L-shaped mounting hardware 14 and 15 are fixed to the side surface of the foundation beam 5 and the side surface of the rising wall 12 with bolts, respectively.
The longitudinal ends of the refractory zone 13 are attached to these L-shaped mounting hardware 14 and 15. In this case, the width of the refractory zone 13 is formed to be longer than the width of the opening 7 and is attached inside the opening 7 so as to hang down in a U-shape to provide a play portion 13a.

【0020】また、図3に示すように立ち上がり壁12に
取り付ける側の耐火帯13にはルーズホール(細長孔)16
を形成しておき、このルーズホール16を介して取付金物
15に結合する。そして、基礎梁5に一端をボルトで固定
した別のL字形の取付金物17で耐火帯13の上方を覆い、
該L字形の取付金物17の他端を取付金物15の上面にラッ
プさせる。
Further, as shown in FIG. 3, a refractory zone 13 on the side attached to the rising wall 12 has a loose hole (elongated hole) 16.
Is formed, and the mounting hardware is inserted through the loose hole 16.
Join to 15. Then, the upper part of the refractory zone 13 is covered with another L-shaped mounting hardware 17 having one end fixed to the foundation beam 5 with bolts,
The other end of the L-shaped mounting hardware 17 is wrapped on the upper surface of the mounting hardware 15.

【0021】基礎梁5が直交する角部での開口部7のコ
ーナー部分については、図4、図5に示すように隣接の
基礎梁5や立ち上がり壁12にそれぞれ取り付けた耐火帯
13,13の端部が付合わさるが、この箇所に隙間が生じ
る。この隙間をふさぐためには、耐火帯13,13の端部の
下部に別の短尺な耐火帯18をあてがい、この耐火帯18を
ボルト19で両側の耐火帯13,13に固定して耐火帯13,13
同士を結合して隙間を塞ぐ。
The corners of the opening 7 at the corners where the foundation beams 5 are orthogonal to each other, as shown in FIGS. 4 and 5, the fireproof zones attached to the adjacent foundation beams 5 and the rising walls 12 respectively.
The ends of 13 and 13 meet, but there is a gap at this point. In order to close this gap, another short fireproof belt 18 is applied to the lower part of the end of the fireproof belts 13 and 13, and this fireproof belt 18 is fixed to the fireproof belts 13 and 13 on both sides with bolts 19. 13, 13
Join together to close the gap.

【0022】次に作用について説明する。免震ピット3
の開口部7は耐火帯13で開口面が塞がれるから建物の1
階2aの駐車場前室8や地下1階2bあるいは屋外から
の火災が開口9に達しても免震ピット3に及ぶことを阻
止できる。
Next, the operation will be described. Seismic isolation pit 3
The opening 7 of the building is closed by the fireproof zone 13 so that
Even if a fire from the parking lot front room 8 on the floor 2a, the basement floor 2b, or the outside reaches the opening 9, it can be prevented from reaching the seismic isolation pit 3.

【0023】そして、開口部7を耐火帯13で閉塞して
も、これを可撓性のものとしたから地震時には揺れによ
る動きに追随して撓み、免震機能を損なうことはなく、
地震時の開口部7の幅方向の揺れにより立ち上がり壁12
が開口部7の幅を広げる方向に移動しても、垂れ下がり
の遊び分13aでこの変化に対処することができ、基礎梁
5と免震ピット3のスラブ6との縁切りを確保できる。
Even if the opening 7 is closed by the fire-resistant zone 13, it is made flexible so that it flexes following the movement due to shaking during an earthquake, and does not impair the seismic isolation function.
The wall 12 rises due to the shaking of the opening 7 in the width direction during an earthquake.
Can move in the direction in which the width of the opening 7 is widened, this change can be dealt with by the slack play 13a, and the margin between the foundation beam 5 and the slab 6 of the seismic isolation pit 3 can be secured.

【0024】また、開口部7の長さ方向、すなわち垂れ
下がりの遊び分13aのない方向への揺れに対しては、免
震ピット3のスラブ6の立ち上がり壁12が開口部7の長
さ方向に水平移動しても、この動きはルーズホール16で
吸収されて耐火帯13に伝達することはなく、縁切りされ
た状態を確保でき、この方向の揺れにも対処できる。
In addition, in the case of swinging in the length direction of the opening 7, that is, in the direction without the hanging play 13 a, the rising wall 12 of the slab 6 of the seismic isolation pit 3 moves in the length direction of the opening 7. Even if it moves horizontally, this movement is absorbed by the loose hole 16 and is not transmitted to the refractory zone 13, so that the marginal state can be ensured and the swing in this direction can be dealt with.

【0025】[0025]

【発明の効果】以上述べたように本発明の防火設備は、
第1に、免震ピットがその上階や下階、屋外などと連通
する開口部を可撓性の耐火帯で閉塞することにより、建
物の1階や地階、屋外からの火災が免震ピットに及ぶこ
とを阻止できる。そして、開口部を耐火帯で閉塞して
も、これを可撓性のものとしたから地震時には揺れによ
る動きに追随して撓み、免震機能を損なうことはない。
As described above, the fire prevention equipment of the present invention
First, the seismic isolation pit closes the opening communicating with the upper floor, lower floor, and the outside with a flexible fireproof zone, so that fire from the first floor, the basement, and the outside of the building can be isolated. Can be prevented. Even if the opening is closed with a fireproof zone, it is made flexible so that it flexes following the movement due to shaking during an earthquake and does not impair the seismic isolation function.

【0026】第2に、耐火帯は、開口部の近傍に位置す
る梁の側部と免震ピットのスラブからの立ち上がり壁と
に両端が取り付けられて、梁の側部と免震ピットのスラ
ブからの立ち上がり壁との間の隙間にU字状に垂れ下が
るように遊びをもって配設されるから、この垂れ下がり
の遊び分で地震時の揺れによる開口部の幅の変化に対処
することができ、梁と免震ピットのスラブとの縁切りを
確保でき、免震機能が損なわれることがない。
Second, both ends of the refractory zone are attached to the side of the beam located near the opening and the rising wall from the slab of the seismic isolation pit, and the side of the beam and the slab of the seismic isolation pit are provided. It is arranged with a play so as to hang down in a U-shape in the gap between it and the rising wall, so that it is possible to cope with a change in the width of the opening due to the shaking during an earthquake with this hanging play. The separation between the slab and the seismic isolation pit can be secured, and the seismic isolation function is not impaired.

【0027】第3に、耐火帯は免震ピットのスラブから
の立ち上がり壁に該耐火帯に形成したルーズホールを介
して水平方向にスライド自在に取り付けたから、開口部
の長さ方向、すなわち垂れ下がりの遊び分のない方向へ
の揺れに対しては、免震ピットのスラブの立ち上がり壁
が水平移動しても、この動きはルーズホールで吸収され
て耐火帯に伝達することはなく、縁切りされた状態を確
保でき、この方向の揺れにも対処でき、免震機能を確保
できるものである。
Third, since the fireproof zone is slidably mounted in the horizontal direction on the rising wall from the slab of the seismic isolation pit through the loose hole formed in the fireproof zone, the length of the opening, that is, the hanging direction, Even if the rising wall of the slab of the base-isolated pit moves horizontally, the movement is absorbed by the loose hole and will not be transmitted to the fireproof zone, so that the slab will be cut off. It is possible to secure the seismic isolation function and to cope with the shaking in this direction, and secure the seismic isolation function.

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

【図1】本発明の防火設備の実施形態を示す縦断正面図
である。
FIG. 1 is a vertical sectional front view showing an embodiment of a fire prevention facility of the present invention.

【図2】本発明の防火設備の実施形態を示す要部の縦断
正面図である。
FIG. 2 is a longitudinal sectional front view of a main part showing an embodiment of the fire prevention equipment of the present invention.

【図3】本発明の防火設備の実施形態を示す要部の底面
図である。
FIG. 3 is a bottom view of a main part showing an embodiment of the fire prevention equipment of the present invention.

【図4】本発明の防火設備の実施形態を示すコーナー部
分の斜視図である。
FIG. 4 is a perspective view of a corner portion showing the embodiment of the fire prevention equipment of the present invention.

【図5】本発明の防火設備の実施形態を示すコーナー部
分の平面図である。
FIG. 5 is a plan view of a corner portion showing an embodiment of the fire prevention equipment of the present invention.

【図6】本発明の防火設備が実施される建物の要部の縦
断正面図である。
FIG. 6 is a longitudinal sectional front view of a main part of a building in which the fire prevention equipment of the present invention is implemented.

【図7】本発明の防火設備が実施される建物の要部の横
断平面図である。
FIG. 7 is a cross-sectional plan view of a main part of a building in which the fire prevention equipment of the present invention is implemented.

【符号の説明】[Explanation of symbols]

1…免震ゴム 2…建物躯体 2a…1階 2b…地下1階 3…免震ピット 4…スラブ 5…基礎梁 6…スラブ 7…開口部 8…駐車場前室 9…開口 10…リフト 11…ターンテーブル 12…立ち上がり
壁 13…耐火帯 13a…遊び分 14,15…取付金物 16…ルーズホー
ル 17…取付金物 18…耐火帯 19…ボルト
DESCRIPTION OF SYMBOLS 1 ... Seismic isolation rubber 2 ... Building frame 2a ... 1st floor 2b ... 1st basement floor 3 ... Seismic isolation pit 4 ... Slab 5 ... Foundation beam 6 ... Slab 7 ... Opening 8 ... Parking lot front room 9 ... Opening 10 ... Lift 11 ... Turntable 12 ... Rising wall 13 ... Fireproof zone 13a ... Play 14,15 ... Mounting hardware 16 ... Loose hole 17 ... Mounting hardware 18 ... Fireproof zone 19 ... Bolt

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平4−29638(JP,A) 特開 平9−209473(JP,A) 特開 平10−2042(JP,A) (58)調査した分野(Int.Cl.7,DB名) E04B 1/94 E04H 9/02 331 ────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-4-29638 (JP, A) JP-A-9-209473 (JP, A) JP-A-10-2042 (JP, A) (58) Field (Int.Cl. 7 , DB name) E04B 1/94 E04H 9/02 331

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 免震ゴムなどの免震装置の設置場所とし
ての免震ピットを形成し、この免震ピットに配置した免
震装置で建物躯体を支承し、前記免震ピットが屋外や他
所と連通する開口部を可撓性の耐火帯で閉塞する免震建
物の防火設備において、耐火帯は、開口部の近傍に位置
する梁の側部と免震ピットのスラブからの立ち上がり壁
とに両端が取り付けられて、梁の側部と免震ピットのス
ラブからの立ち上がり壁との間の隙間にU字状に垂れ下
がるように配設されることを特徴とする免震建物の防火
設備。
1. A seismic isolation pit as a place for installing a seismic isolation device such as seismic isolation rubber is formed, and a building frame is supported by the seismic isolation device arranged in the seismic isolation pit. In a fire-resistant facility for a base-isolated building that closes the opening communicating with the building with a flexible fire-resistant zone, the fire-resistant zone is located on the side of the beam located near the opening and the rising wall from the slab of the seismic isolation pit. A fireproof facility for a base-isolated building, wherein both ends are attached and the pipe is suspended so as to hang down in a U-shape between a side of a beam and a rising wall from a slab of a base-isolated pit.
【請求項2】 耐火帯は、免震ピットのスラブからの立
ち上がり壁に該耐火帯に形成したルーズホールを介して
水平方向にスライド自在に取り付けられる請求項1記載
の免震建物の防火設備。
2. The fire prevention equipment for a base-isolated building according to claim 1, wherein the fire-resistant zone is horizontally slidably attached to a rising wall from the slab of the seismic isolation pit through a loose hole formed in the fire-resistant zone.
JP9054756A 1997-03-10 1997-03-10 Fire protection equipment for seismically isolated buildings Expired - Lifetime JP3066526B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9054756A JP3066526B2 (en) 1997-03-10 1997-03-10 Fire protection equipment for seismically isolated buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9054756A JP3066526B2 (en) 1997-03-10 1997-03-10 Fire protection equipment for seismically isolated buildings

Publications (2)

Publication Number Publication Date
JPH10252181A JPH10252181A (en) 1998-09-22
JP3066526B2 true JP3066526B2 (en) 2000-07-17

Family

ID=12979629

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9054756A Expired - Lifetime JP3066526B2 (en) 1997-03-10 1997-03-10 Fire protection equipment for seismically isolated buildings

Country Status (1)

Country Link
JP (1) JP3066526B2 (en)

Also Published As

Publication number Publication date
JPH10252181A (en) 1998-09-22

Similar Documents

Publication Publication Date Title
JPS62160375A (en) Earthquake-proof structure of building
RU2246596C2 (en) Sound-proof building structure
JP2021179126A (en) Eaves top parting structure
JP3066526B2 (en) Fire protection equipment for seismically isolated buildings
JPS63315772A (en) Earthquakeproof building
JP3249855B2 (en) Supporting devices for walls in buildings
JP4234293B2 (en) Unit building
JP2002004571A (en) Support structure for external scaffolding for seismically isolated structure
JP3318025B2 (en) Unit building
JPS6319377A (en) Execution of earthquake damping structure
JP4054729B2 (en) Living room unit with vibration control device and unit building with the living room unit
JP2020041311A (en) Staircase structure and unit building
JP2763994B2 (en) Sound insulation structure on the floor of the building
JP2001207675A (en) Damping construction method incorporating damping structure and damping device
JP3474316B2 (en) Building unit with bath unit
JP3142995B2 (en) Unit building
JPH10115043A (en) Ceiling structure for unit building
JPH0978751A (en) Floor sound insulation structure
JPH053498B2 (en)
JPH0540188Y2 (en)
JP3121516B2 (en) Method of forming building with elevator
JP3244265B2 (en) Structure of fire wall in base-isolated building
JPH11131596A (en) Building unit
JPH0414560A (en) Installing structure for floor board for placing concrete for vertical pipe unit of building
JP2002037562A (en) Elevator box in basement of base isolated housing