JP3253272B2 - Fireproof joints of seismically isolated buildings - Google Patents
Fireproof joints of seismically isolated buildingsInfo
- Publication number
- JP3253272B2 JP3253272B2 JP05429398A JP5429398A JP3253272B2 JP 3253272 B2 JP3253272 B2 JP 3253272B2 JP 05429398 A JP05429398 A JP 05429398A JP 5429398 A JP5429398 A JP 5429398A JP 3253272 B2 JP3253272 B2 JP 3253272B2
- Authority
- JP
- Japan
- Prior art keywords
- fire
- resistant
- firewall
- heat
- plate portion
- 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
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Description
【0001】[0001]
【発明の属する技術分野】本発明は、免震建築物の耐火
目地に係わり、より具体的には免震装置を施工した建築
物の防火区画を構成する耐火目地に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fireproof joint of a seismic isolation building, and more particularly to a fireproof joint constituting a fireproof section of a building on which a seismic isolation device is installed.
【0002】[0002]
【従来の技術】建造物に使用される免震装置として、鋼
板とゴムとを交互に積み重ねて構成された積層体からな
るものが広く使用され、これらは必要に応じて個々に独
立した耐火被覆構造を備え各個に耐火性能が付与されて
いる。一般に、免震装置は基礎と建物の間に設けられ、
衝撃が直接建物に伝わらないようになっており、免震装
置が建物の荷重を支承している。2. Description of the Related Art As a seismic isolation device used for a building, a device composed of a laminated body formed by alternately stacking a steel plate and a rubber is widely used. It has a structure and each piece has fire resistance. Generally, seismic isolation devices are installed between the foundation and the building,
The impact is not transmitted directly to the building, and the seismic isolation device bears the load of the building.
【0003】ところで、免震装置は構造物下で基礎との
間に設置されるだけでなく、今後は構造物の免震構造化
のため適用範囲が拡張され、また、建築の高層化に対応
するには任意の場所に設置することが不可欠となる。免
震装置を建築物の中間層に設置した場合、特に免震装置
設置階又はより下の階層から出火したときは、火災の熱
による免震装置の弾塑性変形性能および弾性復元力、耐
負荷容量等、免震機能の劣化に伴い、免震装置設置階よ
り上層階を構成する構造体の垂直度も影響を受けること
になる。By the way, the seismic isolation device is not only installed under the structure and between the foundation, but also in the future, the scope of application is expanded for the seismic isolation structure of the structure, and in response to the high rise of the building In order to do so, it is essential to install it in any location. When the seismic isolation device is installed in the middle layer of a building, especially when a fire starts from the floor where the seismic isolation device is installed or a lower level, the elasto-plastic deformation performance, elastic restoring force, and load resistance of the seismic isolation device due to heat from the fire With the deterioration of the seismic isolation function such as capacity, the verticality of the structures that make up the floor above the floor where the seismic isolation device is installed will also be affected.
【0004】一方、建築基準法による防火区画は、火災
時には耐火材で構成された防火壁を含む防火手段によ
り、防火区画内を外界からの閉鎖空間に形成して火災や
高熱を遮断するようになっている。従って、免震装置が
建築物の中間層に設置されると、構造体の一部である建
築物外壁、吹き抜け空間の境界壁ならびに人の移動に関
する階段室、エレベータシャフト、物品移送に関するダ
ストシュート、リネンシュートおよび空調・排気ダク
ト、給・排気管または配電通信ケーブル等の設備用シャ
フト等の建物を連続して貫通する堅穴区画を形成する防
火壁が、直接免震装置に関係してくる。その他、面積区
画あるいは地下街、駐車場、劇場等を含む異種用途区画
と同一階層に区画を構成する防火壁と免震装置とが共存
することも在りうる。On the other hand, in the case of a fire compartment according to the Building Standards Law, in the event of a fire, the inside of the fire compartment is formed as a closed space from the outside by a fire prevention means including a fire wall made of a fire-resistant material so as to block fire and high heat. Has become. Therefore, when the seismic isolation device is installed in the middle layer of the building, the outer wall of the building which is a part of the structure, the boundary wall of the stairwell, and the staircase for the movement of people, the elevator shaft, the dust chute for the transfer of goods, Fire barriers that form hard-hole sections that continuously penetrate buildings, such as linen chute and equipment shafts such as air-conditioning / exhaust ducts, supply / exhaust pipes or power distribution communication cables, are directly related to seismic isolation devices. In addition, a fire barrier and a seismic isolation device may be co-existing on the same floor as an area section or a section for different purposes including an underground mall, a parking lot, a theater, and the like.
【0005】[0005]
【発明が解決しようとする課題】しかしながら免震装置
は、地震発生時にそれ自体が設置された下層階とそれ自
体が支持する上層階との相対的に位相の異なる変位を許
容したり、それ自体が設置された基礎に対してそれ自体
が支持する躯体の変位を許容して柔軟に対応できるよう
にするものである。一方、防火区画を形成する防火壁
(外壁を含む)は、耐火材からなる剛性体で上層階と下
層階あるいは基礎と躯体とを密に連結して免震装置を含
む防火区画内を外界から遮断し、地震発生後も防火区画
の内部が直接火災や高熱に曝されて延焼に及ぶのを防止
する機能を維持しなければならない。However, the seismic isolation device allows displacement of a phase difference between a lower floor where the base floor itself is installed and an upper floor supported by the base floor itself when an earthquake occurs, or This allows the skeleton supported by itself to be displaced with respect to the foundation on which it is installed so that it can flexibly respond. On the other hand, the fire wall (including the outer wall) that forms the fire protection section is a rigid body made of fire-resistant material, and the upper and lower floors or the foundation and the building are tightly connected to each other and the inside of the fire protection section including the seismic isolation device from the outside. It must be shut down and maintain a function to prevent the fire compartment from being directly exposed to fire or high heat and spreading the fire after the earthquake.
【0006】本発明の目的は、上記のような免震装置と
共存する耐火目地の問題点を解決し、免震装置の挙動に
干渉せず、地震発生後も耐火性能が損傷されずに防火区
画が維持可能な耐火目地を提供することである。SUMMARY OF THE INVENTION An object of the present invention is to solve the above-mentioned problem of a fireproof joint which coexists with a seismic isolation device, does not interfere with the behavior of the seismic isolation device, and does not impair the fireproof performance even after an earthquake occurs. The purpose of the compartment is to provide a sustainable fire joint.
【0007】[0007]
【課題を解決するための手段】上記の目的を達成するた
め、本願の請求項1の発明に係わる免震建築物の耐火目
地は、免震装置が設置された免震建築物において、防火
壁を分割した上部防火壁と下部防火壁との間に、または
防火壁と基礎あるいは床面との間に摺接部分を有し、こ
の摺接部分に摺動部材として耐熱性構成体を着設する耐
火目地であって、前記耐熱性構成体をクッション性を有
する耐火部材と、これを支持して防火壁側に取り付ける
金属製支持金具とで構成し、前記金属製支持金具に、前
記防火壁の摺接面に当接される桁板部と、その一端から
上向きに屈曲して前記防火壁の側面に固定される側面板
部と、桁板部の他端から下向きに屈曲する側面板部とで
形成すると共に前記桁板部をその幅方向に分割して離隔
し、両分割板部を熱絶縁体を介して連結して構成したも
のを用いることを要旨としている。In order to achieve the above object, a fireproof joint of a seismic isolation building according to the invention of claim 1 of the present application is a fireproof wall for a seismic isolation building in which a seismic isolation device is installed. A sliding part is provided between the upper firewall and the lower firewall, or between the firewall and the foundation or floor surface, and a heat-resistant component is mounted on the sliding part as a sliding member. A refractory joint, comprising: a refractory member having a cushioning property for the heat-resistant structure; and a metal support fitting for supporting the heat-resistant component and attaching the fire-resistant component to a fire wall side. A girder plate portion abutting on the sliding contact surface of the girder, a side plate portion bent upward from one end thereof and fixed to the side surface of the fire wall, and a side plate portion bent downward from the other end of the girder plate portion And separating the beam plate portion in the width direction thereof and separating them, It is summarized as the use of those constituted by connecting via an insulator.
【0008】本願の請求項2の発明は、免震装置が設置
された免震建築物において、防火壁を分割した上部防火
壁と下部防火壁との間に、または防火壁と基礎あるいは
床面との間に摺接部分を有し、この摺接部分に摺動部材
として耐熱性構成体を着設する耐火目地であって、前記
耐熱性構成体をクッション性を有する耐火部材と、これ
を支持して防火壁側に取り付ける金属製支持金具とで構
成し、前記金属製支持金具に、前記防火壁の摺接面に当
接される桁板部と、この桁板部の両端から下向きに屈曲
する側面板部と、一方の側面板部を前記防火壁の側面に
固定する支板とで形成すると共に前記桁板部をその幅方
向に分割して離隔し、両分割板部を熱絶縁体を介して連
結して構成したものを用いることを要旨としている。According to a second aspect of the present invention, in a base-isolated building in which a seismic isolation device is installed, a firewall is divided between an upper firewall and a lower firewall, or between a firewall and a foundation or floor. And a heat-resistant joint having a heat-resistant component as a sliding member in the sliding-contact portion, wherein the heat-resistant component has a cushioning property, and A metal support fitting to be supported and attached to the fire wall side, and a girder plate portion to be brought into contact with the sliding contact surface of the fire protection wall on the metal support fitting, and downward from both ends of the girder plate portion. A bent side plate portion and a support plate for fixing one side plate portion to the side surface of the fire wall are formed, and the girder plate portion is divided in the width direction to be separated from each other, and both divided plate portions are thermally insulated. The gist of the invention is to use a structure that is connected through a body.
【0009】[0009]
【発明の実施の形態】本発明の好ましい実施の形態とし
ては、図1〜図2に示すように、防火壁を分割した上部
防火壁1と下部防火壁2との間の摺接部分に摺動部材と
して耐熱性構成体Pを着設する防火壁の構造において、
前記耐熱性構成体Pを金属製支持金具A1と、これに支
持されるクッション性を有する耐火部材Bとで構成し、
前記金属製支持金具A1は、上部防火壁1の摺接面に当
接される桁板部3と、その一端から上向きに屈曲して上
部防火壁1の側面にアンカーボルト11により固定され
る側面板部4と、桁板部3の他端から下向きに屈曲する
側面板部5とで形成すると共に前記桁板部3をその幅方
向に分割して離隔し、両分割板部3a,3bの裏側に熱
絶縁板6を当て、タッピングスクリュー7で固定して構
成する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS As a preferred embodiment of the present invention, as shown in FIGS. 1 and 2, a sliding wall is divided into a sliding contact portion between an upper firewall 1 and a lower firewall 2. In the structure of the fire wall on which the heat-resistant component P is mounted as a moving member,
The heat-resistant structure P is composed of a metal support fitting A 1 and a refractory member B supported by the metal and having a cushioning property,
The metal supporting member A 1 is fixed to the side of the upper fire barrier 1 by anchor bolts 11 by bending upward from one end of the girder plate portion 3 abutting on the sliding contact surface of the upper fire wall 1. It is formed of a side plate portion 4 and a side plate portion 5 bent downward from the other end of the girder plate portion 3 and divides the girder plate portion 3 in the width direction thereof so as to be separated from each other. A heat insulating plate 6 is applied to the back side of the device and fixed by a tapping screw 7.
【0010】[0010]
【実施例】図1〜図2に、本発明の第1実施例を示す。
本実施例は、免震装置が設置された免震建築物におい
て、防火壁を分割した上部防火壁1と下部防火壁2との
間の摺接部分に摺動部材として、金属製支持金具A
1と、これに支持されるクッション性を有する耐火部材
Bとから成る耐熱性構成体Pを着設した構造を示してい
る。1 and 2 show a first embodiment of the present invention.
In this embodiment, in a base-isolated building in which a seismic isolation device is installed, a metal supporting bracket A is used as a sliding member at a sliding contact portion between an upper firewall 1 and a lower firewall 2 obtained by dividing a firewall.
1 shows a structure in which a heat-resistant structure P composed of a refractory member B having a cushioning property and supported by it is provided.
【0011】前記金属製支持金具A1は鋼板材料を用
い、上部防火壁1の摺動接面に当接する桁板部3と、そ
の幅方向両端からそれぞれ下向きに屈曲して張り出す側
面板部4,5とで形成すると共に前記桁板部3をその幅
方向に分割して離隔し、両分割板部3a,3bを、その
裏面に当て付けたケイ酸カルシウム板等の熱絶縁板6を
介して連結して構成している。熱絶縁板6の連結には、
タッピングスクリュー7を用い、分割板部3a,3bに
ネジ込んだあと、板部の表面に突出したスクリュー部分
を切除している。[0011] The metal support bracket A 1 is used steel plate material, a girder part 3 abutting the sliding contact surface of the upper fire wall 1, side plate portions projecting bent respectively downwards from its widthwise opposite ends 4 and 5, the beam plate portion 3 is divided in the width direction thereof and separated from each other, and a heat insulating plate 6 such as a calcium silicate plate or the like, in which the divided plate portions 3a and 3b are applied to the back surfaces thereof. It is configured to be connected via For connection of the heat insulating plate 6,
After screwing into the split plate portions 3a and 3b using the tapping screw 7, the screw portion protruding from the surface of the plate portion is cut off.
【0012】前記クッション性を有する耐火部材Bは、
ロックウールの芯材8と、これを囲むセラミックファイ
バーブランケットの外殻9と、その表面を覆うガラスク
ロスまたは耐火性不織布等の耐火性表皮10とで構成
し、これを支持金具A1に接着により支持させている。The refractory member B having a cushioning property is as follows:
The core 8 of the rock wool, and the outer shell 9 of ceramic fiber blankets surrounding this, composed of a refractory skin 10 such as glass cloth or refractory nonwoven fabric covering the surface, by bonding it to the support bracket A 1 I support them.
【0013】前記耐熱性構成体Pは、支持金具A1の側
面板部4を前記表皮10の端部と共に上部防火壁1の壁
面に当て付け、適当の本数のアンカーボルト11を介し
て防火壁側面に固定し、上部防火壁1に保持している。
そして耐熱性構成体Pはクッション性を有する耐火部材
Bを上下方向に圧縮した状態で前記摺接部分に配設して
いる。[0013] The heat-resistant structure P is abutting the wall surface of the upper fire wall 1 a side plate portion 4 of the support bracket A 1 with an end portion of the skin 10, the firewall via the anchor bolt 11 suitable for number It is fixed to the side and is held on the upper fire wall 1.
The heat-resistant structure P is provided on the sliding contact portion in a state where the refractory member B having cushioning properties is compressed in the vertical direction.
【0014】上記構成により、分割された上部防火壁1
と下部防火壁2は相対的に位相の異なる変位が許容され
る。したがって免震装置(図示してない)の機能に干渉
することはなく、また、耐熱性構成体Pと一体で変位す
る上部防火壁1が損傷して防火機能を喪失することもな
い。With the above configuration, the divided upper fire wall 1
And the lower firewall 2 are allowed to be displaced in different phases. Therefore, the function does not interfere with the function of the seismic isolation device (not shown), and the upper fire protection wall 1 displaced integrally with the heat-resistant structure P is not damaged and the fire protection function is not lost.
【0015】前記耐熱性構成体Pを構成している金属製
支持金具A1は、防火壁の外側(図中、防火壁の左側)
で火災が発生した際、防火壁で仕切られている防火区画
内(図中、防火壁の右側)に熱を伝え、これが防火壁に
とって好ましくない熱橋となる欠点がある。しかし、上
記構成の金属製支持金具A1は、桁板部3を幅方向に分
割して離隔し、その分割板部3a,3bを熱絶縁板6に
よって連結した構成としているので、支持金具としての
支持機能は損なわれず、しかも熱伝導による熱橋をより
確実に防止することができる。The metal support fitting A 1 constituting the heat resistant structure P is located outside the fire wall (in the figure, on the left side of the fire wall).
When a fire occurs, the heat is transmitted to the inside of the fire compartment partitioned by the fire wall (the right side of the fire wall in the figure), and there is a drawback that this becomes an undesired thermal bridge for the fire wall. However, the metal supporting bracket A 1 having the above-described configuration is configured such that the beam plate portion 3 is divided in the width direction and separated from each other, and the divided plate portions 3 a and 3 b are connected by the heat insulating plate 6. The supporting function is not impaired, and the thermal bridge due to heat conduction can be more reliably prevented.
【0016】図3〜図4に、本発明の第2実施例を示
す。なお、図1〜図2と同一または類似する部材には同
じ符号を付している。本実施例は、金属製支持金具A2
は、桁板部3の両端を同じ下向きに屈曲して側面板部
5,5’となし、側面板部5’の長手方向に金属製支板
12(ピース材)を所要の間隔をとった部位に当て付
け、ビス13で固定して構成し、前記支板12を上部防
火壁1の側面にアンカーボルト11を介して固定し、上
部防火壁1に保持している。FIGS. 3 and 4 show a second embodiment of the present invention. In addition, the same code | symbol is attached | subjected to the member which is the same as that of FIG. In the present embodiment, a metal support fitting A 2
In this example, both ends of the girder plate portion 3 are bent downward in the same direction to form side plate portions 5 and 5 ', and a metal support plate 12 (piece material) is provided at a required interval in the longitudinal direction of the side plate portion 5'. The support plate 12 is fixed to the side of the upper fire barrier 1 via anchor bolts 11 and held on the upper fire barrier 1.
【0017】図1〜図2の実施例の支持金具A1の構成
では、上部防火壁1に取り付けられる側面板部4は約4
0mmの長さの立ち上がりが必要とされるが、前記支持
金具A2は、桁板部3と側面板部5,5’とからなるコ
字形金具の固定部分にのみ金属製支板12を使用してい
るため、支板12は約20mm長さの立ち上りでよくな
り、結果として受熱面積の縮小化が可能となるので、前
述した桁板部の分割とあいまって熱伝導による熱橋防止
効果をより確実なものとすることができる。[0017] In the supporting bracket of A 1 structure of the embodiment of Figures 1-2, the side plate portions 4 attached to the upper firewall 1 to about 4
Although the rise of 0mm of length is required, the support bracket A 2 is a metal-made support plate 12 only the fixed part of the U-shaped bracket consisting a girder part 3 and the side plate portions 5 and 5 ' As a result, the support plate 12 can be raised up to a length of about 20 mm, and as a result, the heat receiving area can be reduced. It can be more reliable.
【0018】下記表1は、前記実施例および比較例の金
属製支持金具に対して行なった耐火試験結果を示したも
のである。Table 1 below shows the results of a fire resistance test performed on the metal support fittings of the above-mentioned Examples and Comparative Examples.
【0019】[0019]
【表1】 [Table 1]
【0020】耐火試験は、JIS−A−1304に準拠
して2時間加熱を行った。即ち、防火壁左側に、壁体の
一部および金属製支持金具を含む加熱炉を形成し、その
加熱炉内に熱ガスを送り、炉内温度を時間の経過に伴っ
て下記表2に示す温度となるようにし、防火壁の右側に
露出する側板部の温度を熱電対により測定したものであ
る。In the fire resistance test, heating was performed for 2 hours in accordance with JIS-A-1304. That is, on the left side of the fire wall, a heating furnace including a part of the wall body and a metal supporting bracket is formed, a hot gas is sent into the heating furnace, and the temperature in the furnace is shown in Table 2 below with time. The temperature of the side plate exposed to the right side of the fire wall was measured using a thermocouple.
【0021】[0021]
【表2】 [Table 2]
【0022】上記耐火試験結果により、本発明の耐熱性
構造体に用いる金属製支持金具は、優れた熱橋抑制効果
を有することが認められた。なお、防火壁と基礎あるい
は床面との間に摺接部分を有し、この摺接部分に摺動部
材として、前記耐熱性構成体を着設することにより、前
記と同様な効果が得られる。From the results of the above fire resistance test, it was confirmed that the metal support fitting used for the heat resistant structure of the present invention had an excellent effect of suppressing thermal bridges. The same effect as described above can be obtained by providing a sliding portion between the fire wall and the foundation or floor surface and attaching the heat-resistant structure as a sliding member to the sliding portion. .
【0023】[0023]
【発明の効果】以上、詳述したように、本発明によれ
ば、免震装置の挙動に干渉せず、地震発生後も耐火性能
が損傷されずに防火区画が維持可能な免震建築物の耐火
目地が得られる。特に本発明によれば、耐火目地を構成
する耐熱性構成体に、熱橋を抑制した金属製支持金具を
用いることができるので、耐火目地の信頼性をより一層
高めることができる。As described above in detail, according to the present invention, a seismically isolated building capable of maintaining a fireproof compartment without interfering with the behavior of the seismic isolation device and without impairing fire resistance even after an earthquake occurs. A fireproof joint is obtained. In particular, according to the present invention, a metal support fitting with a suppressed thermal bridge can be used for the heat-resistant component constituting the fireproof joint, so that the reliability of the fireproof joint can be further improved.
【図1】本発明の第1実施例を示す免震建築物の耐火目
地の断面図である。FIG. 1 is a sectional view of a fireproof joint of a base-isolated building showing a first embodiment of the present invention.
【図2】第1実施例の金属製支持金具の斜視図である。FIG. 2 is a perspective view of a metal support fitting of the first embodiment.
【図3】本発明の第2実施例を示す免震建築物の耐火目
地の断面図である。FIG. 3 is a sectional view of a fireproof joint of a base-isolated building showing a second embodiment of the present invention.
【図4】第2実施例の金属製支持金具の斜視図である。FIG. 4 is a perspective view of a metal support fitting of the second embodiment.
1 防火壁を分割した上部防火壁 2 防火壁を分割した下部防火壁 P 耐熱性構成体 A1〜A2 金属製支持金具 3 桁板部 3a,3b 分割板部 4,5,5’ 側面板部 6 熱絶縁板 7 タッピングスクリュー B 耐火部材 8 芯材 9 外殻 10 表皮 11 アンカーボルト 12 支板(ピース材) 13 ビス1 lower firewall dividing the divided upper firewall 2 fire wall fire wall P refractory structure A 1 to A 2 metal support bracket 3 digits plate portion 3a, 3b dividing plate portions 4,5,5 'side plates Part 6 Heat insulating plate 7 Tapping screw B Fireproof member 8 Core material 9 Outer shell 10 Skin 11 Anchor bolt 12 Support plate (piece material) 13 Screw
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平10−2042(JP,A) 特開 平4−272372(JP,A) 特開 平10−280728(JP,A) 実開 昭64−23550(JP,U) 登録実用新案3045590(JP,U) (58)調査した分野(Int.Cl.7,DB名) E04B 1/94 ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-10-2042 (JP, A) JP-A-4-272372 (JP, A) JP-A 10-280728 (JP, A) 23550 (JP, U) Registered utility model 3045590 (JP, U) (58) Fields investigated (Int. Cl. 7 , DB name) E04B 1/94
Claims (2)
て、防火壁を分割した上部防火壁と下部防火壁との間
に、または防火壁と基礎あるいは床面との間に摺接部分
を有し、この摺接部分に摺動部材として耐熱性構成体を
着設する耐火目地であって、前記耐熱性構成体をクッシ
ョン性を有する耐火部材と、これを支持して防火壁側に
取り付ける金属製支持金具とで構成し、前記金属製支持
金具に、前記防火壁の摺接面に当接される桁板部と、そ
の一端から上向きに屈曲して前記防火壁の側面に固定さ
れる側面板部と、桁板部の他端から下向きに屈曲する側
面板部とで形成すると共に前記桁板部をその幅方向に分
割して離隔し、両分割板部を熱絶縁体を介して連結して
構成したものを用いることを特徴とする免震建築物の耐
火目地。1. A seismic isolation building in which a seismic isolation device is installed, a sliding portion between an upper firewall and a lower firewall dividing a firewall, or between a firewall and a foundation or a floor. A fire-resistant joint for mounting a heat-resistant component as a sliding member on the sliding contact portion, wherein the heat-resistant component has a cushioning-resistant fire-resistant member, and the fire-resistant member is supported on the fire barrier side. A metal support fitting to be attached, a girder plate portion abutting on the sliding contact surface of the fire wall, and a bend upward from one end thereof fixed to the side surface of the fire wall. Side plate part, and a side plate part bent downward from the other end of the girder plate part, and the girder plate part is divided in the width direction and separated, and both divided plate parts are interposed via a heat insulator. A fire-resistant joint of a base-isolated building, characterized by using a structure that is connected to a building.
て、防火壁を分割した上部防火壁と下部防火壁との間
に、または防火壁と基礎あるいは床面との間に摺接部分
を有し、この摺接部分に摺動部材として耐熱性構成体を
着設する耐火目地であって、前記耐熱性構成体をクッシ
ョン性を有する耐火部材と、これを支持して防火壁側に
取り付ける金属製支持金具とで構成し、前記金属製支持
金具に、前記防火壁の摺接面に当接される桁板部と、こ
の桁板部の両端から下向きに屈曲する側面板部と、一方
の側面板部を前記防火壁の側面に固定する支板とで形成
すると共に前記桁板部をその幅方向に分割して離隔し、
両分割板部を熱絶縁体を介して連結して構成したものを
用いることを特徴とする免震建築物の耐火目地。2. In a base-isolated building in which a seismic isolation device is installed, a sliding contact portion between an upper firewall and a lower firewall dividing a firewall, or between a firewall and a foundation or a floor surface. A fire-resistant joint for mounting a heat-resistant component as a sliding member on the sliding contact portion, wherein the heat-resistant component has a cushioning-resistant fire-resistant member, and the fire-resistant member is supported on the fire barrier side. A metal support fitting to be attached, the metal support fitting, a girder plate portion abutting on a sliding contact surface of the fire wall, and a side plate portion bent downward from both ends of the girder plate portion, One side plate portion is formed of a support plate fixed to the side surface of the fire wall, and the beam plate portion is divided in the width direction and is separated,
A fire-resistant joint for a base-isolated building, comprising a structure in which both divided plate portions are connected via a thermal insulator.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP05429398A JP3253272B2 (en) | 1998-02-19 | 1998-02-19 | Fireproof joints of seismically isolated buildings |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP05429398A JP3253272B2 (en) | 1998-02-19 | 1998-02-19 | Fireproof joints of seismically isolated buildings |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH11229525A JPH11229525A (en) | 1999-08-24 |
JP3253272B2 true JP3253272B2 (en) | 2002-02-04 |
Family
ID=12966531
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP05429398A Expired - Lifetime JP3253272B2 (en) | 1998-02-19 | 1998-02-19 | Fireproof joints of seismically isolated buildings |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3253272B2 (en) |
-
1998
- 1998-02-19 JP JP05429398A patent/JP3253272B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH11229525A (en) | 1999-08-24 |
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