JP2004332389A - Fire compartment structure for base isolation device - Google Patents

Fire compartment structure for base isolation device Download PDF

Info

Publication number
JP2004332389A
JP2004332389A JP2003129984A JP2003129984A JP2004332389A JP 2004332389 A JP2004332389 A JP 2004332389A JP 2003129984 A JP2003129984 A JP 2003129984A JP 2003129984 A JP2003129984 A JP 2003129984A JP 2004332389 A JP2004332389 A JP 2004332389A
Authority
JP
Japan
Prior art keywords
seismic isolation
fireproof
space
fire
combustible
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
JP2003129984A
Other languages
Japanese (ja)
Other versions
JP4422979B2 (en
Inventor
Ichiro Takahashi
一郎 高橋
Kiyoshi Tanaka
清 田中
Tadahiro Sugawara
忠広 菅原
Masahiko Sawaguchi
正彦 澤口
Kenji Otsuka
健二 大塚
Masaki Tono
正樹 戸野
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.)
Fujita Corp
Sekisui Chemical Co Ltd
Original Assignee
Fujita Corp
Sekisui Chemical 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 Fujita Corp, Sekisui Chemical Co Ltd filed Critical Fujita Corp
Priority to JP2003129984A priority Critical patent/JP4422979B2/en
Publication of JP2004332389A publication Critical patent/JP2004332389A/en
Application granted granted Critical
Publication of JP4422979B2 publication Critical patent/JP4422979B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

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

Abstract

<P>PROBLEM TO BE SOLVED: To efficiently secure the fire resisting performance of base isolation members at the time of mounting the base isolation members in a building and at the time of maintenance and inspection of the same. <P>SOLUTION: According to the fire compartment structure an intermediate story of the building is constructed as a base-isolation story on which a combustible F and columns 10 each having the base isolation member 30 mounted therein. A combustible existing space S1 in which the combustible F exists, is isolated from a base isolation member installation space S2 in which the columns 10 each having the base isolation member 30 are mounted, by a fire resisting member 50, and therefore without fire-resisting covering for each base isolation member 30, the plurality of base isolation members 30 are enclosed by the fire compartment in a lump in the base isolation member installation space S2. In this manner the fire resisting performance of the base isolation device is secured as a whole. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は、免震装置の耐火技術に関する。
【0002】
【従来の技術】
ビル等の建築物では、建物本体部分と基礎部分との間に積層ダンパ等の免震材を設けることにより、地震時の揺れを免震材で極力吸収して、建物本体部分への地震の影響を抑える免震技術が用いられている。
【0003】
近年、ビル等の中間階を免震構造にする構成が求められ、かかる構成に対しても上記免震技術の適用が図られている。
【0004】
一方、建築基準法により、ビル等の建築物では、火災時の被害を抑えるべく、階数毎に壁や柱等の構造材の耐火基準が定められている。
【0005】
建物本体部分と基礎部分との間に積層ゴム等の免震材を設ける構成では、通常、かかる構造部分には火災発生原因となり得る可燃物の存在を想定する必要は殆ど無かったが、ビル等の中間階に免震技術を適用するに当たっては、当然に可燃物の存在が想定され、これに合わせて免震材の耐火構造が求められることとなる。
【0006】
従来、かかる免震材の耐火構造としては、個々の免震材を個別に耐火材で囲う、所謂耐火被覆工法が行われている(例えば、特許文献1参照)。
【0007】
【特許文献1】
特開2001−20506号公報(図5参照)
【0008】
【発明が解決しようとする課題】
しかし、上記従来の免震材毎に個別に耐火被覆を行う方法では、耐火被覆の施工性、防水性、及び免震材の維持管理点検等の点では、効率的に極めて問題があることに本発明者は気がついた。
【0009】
すなわち、ビル等の建物に設けられる免震材は、建物規模にもよるが、通常は複数基設置されている。そのため、耐火材等で免震材を覆うについては、免震材の数だけ被覆施工が必要となる。
【0010】
また、狭いスペースの中で、個々の免震材に耐火被覆施工を施す作業がしづらく、その分手間もかかり、効率的ではない。かかる点は、そのまま施工費用にも反映される。免震材一基当たりの耐火施工費はかなり高額で、免震材を多数用いるある程度の規模以上の建物等では免震材の耐火被覆施工費が膨大なものとなり、全体の施工コストを押し上げる要因の一つとなる。
【0011】
また、耐火被覆された免震材は、定期的な維持管理点検が義務づけられており、従来は、免震材毎に耐火被覆をその都度剥がし、内部の免震材の積層ゴム等の機能チェック等を行っていた。狭いスペースでの窮屈な作業も重なり、維持管理点検作業には手間がかかり、当然に、維持管理コストの増大にも繋がっている。
【0012】
一方、構造的観点からは、免震材として外壁に免震スリット入りの壁を設置した場合、スリット部分から雨漏りが生じるという防水性の問題点が指摘されており、かかる点の解決も必要である。
【0013】
本発明の目的は、免震材の耐火性の確保を、施工及び維持管理点検の両面で、効率的に行えるようにすることにある。
【0014】
本発明の他の目的は、免震材の耐火性の確保を通じて、免震スリットにおける防水性を図ることにある。
【0015】
【課題を解決するための手段】
本発明は建物に設ける免震装置を火災から保護する免震装置の耐火区画構造であって、前記免震装置は、前記建物の火災発生源となり得る可燃物が存在する同一フロア空間内に、互いに離間して設けられる複数基の免震材を有し、前記免震材が2基以上設置される免震材設置空間と、前記可燃物が存在する可燃物存在空間とは、フロア空間内で耐火部材により隔離され、前記免震材設置空間と前記可燃物存在空間とは、少なくともいずれかの空間が耐火区画として区画され、前記免震材設置空間には前記免震材設置空間に通じる入口が設けられていることを特徴とする。
【0016】
上記構成の免震装置の耐火区画構造において、前記耐火区画により、前記可燃物が存在するフロア空間に設けられる全ての前記免震材が一括して囲われていることを特徴とする。
【0017】
前記免震装置の耐火区画構造において、前記免震材設置空間を囲う耐火区画は、前記同一フロア空間内に、複数設定されていることを特徴とする。
【0018】
また、上記いずれかの構成の免震装置の耐火区画構造において、前記免震材設置空間と前記可燃物存在空間とを前記耐火材で隔離するには、前記可燃物の存在範囲を、前記フロア空間の床側から天井まで至らない高さの耐火部材で囲うことにより行われていることを特徴とする。
【0019】
尚、本明細書では、免震材とは、柱を含めて上部構造体と下部構造体との間に介在させる積層ゴムや壁の免震スリット等をそれぞれ指すものとする。また、免震装置とは、かかる免震材を複数組み合わせることにより、トータルとして所定の免震機能を発揮させるように構成したもの全体を指すものとする。
【0020】
【発明の実施の形態】
以下、本発明の実施の形態を図面に基づいて詳細に説明する。図1は、免震装置設置階に対して本発明を適用した状況を模式的に示す正面図である。図2は、免震スリットに設けるスリット目地材の構成を示す断面図である。図3は図1の構成を上からみた様子を模式的に示す平面図である。
【0021】
以下の説明では、本発明の構成を、ビル等の建物の中間階を免震階に構成した場合に適用する例を挙げて説明する。しかし、本発明の適用は、かかる中間免震階への適用に限定する必要はなく、建物上部本体部分と下部基礎部分との間に免震装置を設ける場合にも当然に適用できるものである。
【0022】
図1に示すように、ビル等の建物の中間階では、柱10、外壁20のそれぞれに免震構造が取り入れられている。柱10は、上部柱体10aと、下部柱体10bとから構成され、上部柱体10aと下部柱体10bとの間には、積層ゴム免震材30aが免震材30として設けられている。
【0023】
積層ゴム免震材30aは、例えば、上下のフランジの間に、高減衰ゴム等のゴム板と鋼板等の支持板とを交互に積層させた積層ゴム31が設けられ、上のフランジを上部柱体10a側に固定し、下のフランジを下部柱体10b側に固定するように構成されている。
【0024】
図に示す場合には、上部柱体10a側との間に固定用プレート32aを、下部柱体10b側との間に固定用プレート32bを介在させて、積層ゴム免震材30aの上下のフランジの水平取付精度が確保できるように構成されている。
【0025】
地震時等には、上記構成の積層ゴム31部分で振動の吸収を行い、例えば、下部柱体10b側からの振動を、上部柱体10a側に直接伝わることがないように構成されている。
【0026】
耐火材で形成されている耐火性の外壁20は、図1に示すように、上部壁体20aと下部壁体20bとから構成され、上部壁体20aと下部壁体20bとの間に免震スリット21が設けられている。かかる免震スリット21には、スリット目地材40が設けられている。
【0027】
かかるスリット目地材40は、図2に示すように、取付台41上に、パイプ状に形成されたガスケットゴム42aからなる耐火ガスケット42と、熱感応型発泡材43とが設けられて構成されている。予め、耐火ガスケット42と熱感応型発泡材43とは、独立して施工する必要がないように取付台41上に一緒に設けられている。
【0028】
スリット目地材40の構成に際して、耐火ガスケット42として、例えばガスケットゴム42a等のようにゴムを使用することにより、免震スリット21部分からの雨漏り等の防止を図る防水性を耐火性の確保と併せて確保することができる。
【0029】
すなわち、外壁20の免震スリット21にスリット目地材40を使用するに際しては、耐火ガスケット42側が屋外側にくるように、熱感応型発泡材43側が屋内側にくるように設ければ、外壁20の免震スリット21部分に雨等が吹き付けても十分に防水性が確保できる。
【0030】
熱感応型発泡材43は、図2示すように、取付台41上に一体に所定高さで形成された枠部材41a内に設けた耐火材44上に、隣接配置される耐火ガスケット42より上面が低くなるように層状に薄く設けられている。スリット目地材40を免震スリット21間に介在させた状態で、熱感応型発泡材43と上部壁体20aとの間には隙間が形成されるようになっている。かかる隙間の高さHは、火災時に熱感応型発泡材43が発泡して埋められる程度の高さに設定されている。
【0031】
因みに、枠部材41aを含めて取付台41は、火災時の想定温度に耐えられるアルミ等の金属、あるいはセラミック等の素材で形成しておけばよい。耐火材44としては、例えば、ケイ酸カルシウム、石膏、セラミックス等で形成しておけばよい。
【0032】
かかる構成のスリット目地材40は、実際の施工に際しては、例えば、次のようにして取り付けられる。すなわち、下部壁体20bを形成する際に、予め壁体内に壁面方向に沿って鉄筋等による固定棒45を所定高さに通しておき、これにアンカー46を溶接等により固定して、アンカー46の上端が所定高さに揃うようにする。
【0033】
このようにして固定棒45に設けた複数のアンカー46の上に、上面が精度高く平面に仕上げられたアンカープレート47を溶接固定する。その後に、コンクンリートモルタルを流し込んで、精度高くアンカープレート47を下部壁体20b上に設けることで、スリット目地材40の取付台41を精度高く下部壁体20b上に設け、隙間の高さHを必要以上に大きくならないように精度よく施工管理することができる。
【0034】
取付台41のアンカープレート47上への取付けは、ボルト固定、ネジ固定等従来既知の耐火上不都合が発生しない範囲で固定手段を選定して用いればよい。
【0035】
上記構成の柱10、外壁20とから構成される同一フロア空間内には、火災発生源と成り得る可燃物Fが設けられている。
【0036】
かかる同一フロア空間内では、可燃物Fが設置される側と、免震材を有する柱10が設置された側とは、耐火部材50で区画されている。すなわち、耐火部材50が耐火区画壁50aとして機能していることとなる。かかる耐火部材50としては、例えば、石膏ボード、ロックウール吹き付け壁等の使用が考えられる。
【0037】
このようにして耐火部材50により、可燃物Fが設置される側の所謂可燃物存在空間S1と、積層ゴム免震材30aが設置される免震材設置空間S2とが、隔離されている。そのため、万が一、可燃物Fにより火災が発生しても、耐火部材50で隔離された免震材設置空間S2側には、火災が及ばず建物の免震機構が火災から保護されることとなる。
【0038】
また、上記構成の耐火区画壁50aとして機能する耐火部材50には、図1に示すように、可燃物存在空間S1と免震材設置空間S2とを行き来する入口51として、点検口51aが設けられている。点検口51aには、火災時に点検口51aを通して延焼が発生しないように防火戸52が設けられている。
【0039】
かかる構成を、上から見た様子を模式的に図3に示した。図示するように、免震材設置空間S2は、耐火区画壁50a(50)により区画され、併せて外壁20が耐火性に構成されていることから、免震材設置空間S2は耐火区画として構成されていることとなる。
【0040】
一方、可燃物Fのある可燃物存在空間S1も、外壁20が、免震材設置空間S2を囲うと同様の耐火性の外壁20で囲われて耐火区画として構成されている。そのため、万が一にも可燃物Fが火元になって火災が発生しても、延焼等の火災被害が周囲に極力及ばないようになっている。
【0041】
尚、図1に示す場合には、可燃物存在空間S1側に、区画貫通部22を通して配管設備23が設けられている。
【0042】
図3に示す場合には、耐火区画が可燃物存在空間S1、免震材設置空間S2の両方に設定された場合を示したが、可燃物存在空間S1、免震材設置空間S2のいずれか一方のみを耐火区画として構成しても構わない。
【0043】
例えば、可燃物存在空間S1だけでも耐火区画として構成されていれば、可燃物Fを火元として火災が発生した場合でも、火災を可燃物存在空間S1内に閉じ込めることができ、耐火区画として構成されていない免震材設置空間S2へ延焼等を防止することができ、免震材設置空間S2に設けた建物の免震機構部を火災から保護することができる。
【0044】
免震材設置空間S2のみ耐火区画として構成した場合でも、可燃物存在空間S1で可燃物Fが火元となった火災が発生しても、外部からの延焼をくい止め、建物の免震機構部を効果的に火災から保護することができる。
【0045】
また、図1、3に示す構成では、耐火区画壁50aには、点検口51aを設けているので、火災が発生していない平常時には点検口51aを利用して、免震材設置空間S2内に入って、柱10に設けた積層ゴム免震材30a等の免震材30の維持管理を目的とした定期点検を行うことができる。
【0046】
かかる点検に際しては、免震材30毎に耐火被覆を剥がしながら点検作業を行う必要がなく、個々の免震材毎に耐火被覆を剥がしながら点検作業を行う従来構成の場合とは異なり、点検作業の効率化を格段に進めることができる。
【0047】
上記説明の構成では、免震材30を設けた柱10を複数本一括して、耐火部材50で同一フロアを左右に二分する態様で可燃物存在空間S1と区画する構成を示したが、耐火部材50で可燃部存在空間S1と免震材設置空間S2とを隔離するには、その他の態様であっても構わない。
【0048】
例えば、図4に示す場合には、免震階の同一フロア空間内の中央側に可燃物存在空間S1を区画し、その両側に免震材設置空間S2を耐火部材50で区画した構成を示している。耐火部材50には、隣接する可燃物存在空間S1と免震材設置空間S2との行き来ができるように、点検口51aとして利用することができる入口51を設けておけばよい。
【0049】
また、図5に示すように、中央の可燃物Fの周囲を囲むように耐火部材50を設けることにより、可燃物存在空間S1の周囲に免震材設置空間S2を設定する区画構成を行っても構わない。かかる区画構成の態様は、免震材30を設けた柱10と、可燃物Fとの配置構成によって適宜変えても構わない。
【0050】
以上の構成では、可燃物存在空間S1と免震材設置空間S2とを隔離する耐火部材50は、床11から上階床下に相当する天井12まで、上下に伸ばして設けられているが、図6に示すように、耐火部材50の丈を短く設定して、小さく可燃物Fを囲うようにしてもよい。
【0051】
本発明は、上記実施の形態に限定されるものではなく、その要旨を逸脱しない範囲で必要に応じて変更してもよい。
【0052】
上記説明では、免震材設置空間には、複数本の柱が含まれるように、すなわち、複数基の積層ゴム免震材を含むように耐火区画が設定されているが、施工効率等の点では劣るが、1基の積層ゴム免震材を設けた柱1本を囲うように耐火区画を設定しても勿論構わない。
【0053】
【発明の効果】
本発明では、免震装置を構成する免震材毎に耐火被覆を施さずに済むため、免震材毎に耐火施工を行う従来施工の場合に比べて、施工の手間が少なく、併せて免震装置の耐火施工費用の低減を図ることができる。
【0054】
また、免震材の点検に際しては、免震材毎に耐火被覆を剥がす必要がないため、耐火施工後の免震材の維持管理点検が容易に行え、併せて、その分維持管理点検費用の低減を図ることができる。
【図面の簡単な説明】
【図1】本発明の構成の実施の形態の一例を模式的に示す正面図である。
【図2】免震スリットに設けるスリット目地材の様子を示す断面図である。
【図3】図1に示す構成を上から見た様子を模式的に示す平面図である。
【図4】本発明に関しての耐火区画の変形例を模式的に示す平面図である。
【図5】本発明に関しての耐火区画の変形例を模式的に示す平面図である。
【図6】本発明に関しての耐火区画の変形例を模式的に示す平面図である。
【符号の説明】
10 柱
10a 上部柱体
10b 下部柱体
20 外壁
20a 上部壁体
20b 下部壁体
21 免震スリット
22 区画貫通部
23 配管設備
30 免震材
30a 積層ゴム免震材
31 積層ゴム
32a 固定用プレート
32b 固定用プレート
40 スリット目地材
41 取付台
41a 枠部材
42 耐火ガスケット
43 熱感応型発泡材
44 耐火材
45 固定棒
46 アンカー
47 アンカープレート
50 耐火部材
50a 耐火区画壁
51 入口
51a 点検口
52 防火戸
F 可燃物
S1 可燃物存在空間
S2 免震材設置空間
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a fireproof technique for a seismic isolation device.
[0002]
[Prior art]
For buildings such as buildings, by installing a seismic isolation material such as a laminated damper between the building main body and the foundation, the seismic isolation material absorbs as much as possible the seismic isolation material and Seismic isolation technology is used to reduce the impact.
[0003]
In recent years, a structure in which an intermediate floor of a building or the like has a seismic isolation structure is required, and the above seismic isolation technique is also applied to such a structure.
[0004]
On the other hand, according to the Building Standard Law, in buildings such as buildings, fire resistance standards for structural materials such as walls and pillars are set for each floor in order to suppress damage during a fire.
[0005]
In a structure in which a seismic isolation material such as laminated rubber is provided between the building main part and the foundation part, it is usually unnecessary to assume the presence of combustible materials that may cause a fire in such a structural part. When applying seismic isolation technology to the middle floor of this building, the existence of combustible materials is naturally assumed, and the fireproof structure of the seismic isolation material is required accordingly.
[0006]
Conventionally, as a fireproof structure of such a seismic isolation material, a so-called fireproof coating method in which individual seismic isolation materials are individually surrounded by a fireproof material has been performed (see, for example, Patent Document 1).
[0007]
[Patent Document 1]
JP 2001-20506 A (see FIG. 5)
[0008]
[Problems to be solved by the invention]
However, the conventional method of performing fireproof coating for each seismic isolation material is extremely problematic in terms of workability of the fireproof coating, waterproofness, and maintenance and inspection of the seismic isolation material. The inventor has noticed.
[0009]
That is, a plurality of seismic isolation materials provided in a building such as a building are usually installed depending on the size of the building. Therefore, covering the seismic isolation material with a refractory material or the like requires covering work as many as the number of seismic isolation materials.
[0010]
In addition, it is difficult to apply fireproof coating to individual seismic isolation materials in a narrow space, which takes time and is inefficient. Such a point is directly reflected in the construction cost. The cost of fireproof construction per seismic isolation material is quite high, and the construction cost of the seismic isolation material is enormous in buildings of a certain size or larger that use a large number of seismic isolation materials, which increases the overall construction cost. It becomes one of.
[0011]
In addition, periodic maintenance management inspections are required for seismic isolation materials with fireproof coatings, and conventionally, the fireproof coatings are peeled off for each seismic isolation material, and the function check of laminated rubber of the seismic isolation materials inside is performed. Etc. Overlapping work in a narrow space overlaps, and maintenance and inspection work takes time and, of course, leads to an increase in maintenance costs.
[0012]
On the other hand, from a structural point of view, when a wall with a seismic isolation slit is installed on the outer wall as a seismic isolation material, it has been pointed out a waterproof problem that rain leaks from the slit part, and it is also necessary to solve this point is there.
[0013]
An object of the present invention is to ensure the fire resistance of a seismic isolation material efficiently in both construction and maintenance and inspection.
[0014]
Another object of the present invention is to achieve waterproofness in the seismic isolation slit through ensuring fire resistance of the seismic isolation material.
[0015]
[Means for Solving the Problems]
The present invention is a fireproof compartment structure of a seismic isolation device that protects a seismic isolation device provided in a building from a fire, and the seismic isolation device is located in the same floor space where there is a combustible material that can be a fire source of the building. There are a plurality of seismic isolation materials provided apart from each other, and the seismic isolation material installation space in which two or more seismic isolation materials are installed and the combustible material existence space in which the combustible material exists are in floor space In the seismic isolation material installation space and the combustible material existence space, at least one of the spaces is defined as a fireproof compartment, and the seismic isolation material installation space leads to the seismic isolation material installation space An entrance is provided.
[0016]
In the fireproof compartment structure of the seismic isolation device having the above-described configuration, all of the seismic isolation materials provided in the floor space where the combustible material exists are collectively surrounded by the fireproof compartment.
[0017]
In the fireproof compartment structure of the seismic isolation device, a plurality of fireproof compartments surrounding the seismic isolation material installation space are set in the same floor space.
[0018]
Further, in the fireproof compartment structure of the seismic isolation device of any one of the above configurations, in order to isolate the seismic isolation material installation space and the combustible material existence space by the fireproof material, the presence range of the combustible material is set to the floor. It is characterized by being enclosed by a fire-resistant member having a height that does not reach the ceiling from the floor side of the space.
[0019]
In this specification, the seismic isolation material refers to laminated rubber, a seismic isolation slit of a wall, and the like that are interposed between the upper structure and the lower structure including columns. In addition, the seismic isolation device refers to the entire device configured to exhibit a predetermined seismic isolation function by combining a plurality of such seismic isolation materials.
[0020]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. FIG. 1 is a front view schematically showing the situation in which the present invention is applied to a seismic isolation device installation floor. FIG. 2 is a cross-sectional view showing a configuration of a slit joint material provided in the seismic isolation slit. FIG. 3 is a plan view schematically showing the state of FIG. 1 as viewed from above.
[0021]
In the following description, the configuration of the present invention will be described with an example in which the configuration is applied when an intermediate floor of a building or the like is configured as a seismic isolation floor. However, the application of the present invention is not necessarily limited to the application to such an intermediate seismic isolation floor, and can naturally be applied to the case where a seismic isolation device is provided between the building upper body part and the lower foundation part. .
[0022]
As shown in FIG. 1, seismic isolation structures are incorporated in each of a pillar 10 and an outer wall 20 on an intermediate floor of a building or the like. The column 10 includes an upper column body 10a and a lower column body 10b, and a laminated rubber seismic isolation material 30a is provided as a seismic isolation material 30 between the upper column body 10a and the lower column body 10b. .
[0023]
The laminated rubber seismic isolation material 30a includes, for example, a laminated rubber 31 in which a rubber plate such as a high damping rubber and a support plate such as a steel plate are alternately laminated between upper and lower flanges. It fixes to the body 10a side, and it is comprised so that a lower flange may be fixed to the lower pillar 10b side.
[0024]
In the case shown in the figure, the upper and lower flanges of the laminated rubber seismic isolation material 30a are provided by interposing the fixing plate 32a between the upper column body 10a and the fixing plate 32b between the lower column body 10b. The horizontal mounting accuracy can be secured.
[0025]
During an earthquake or the like, the laminated rubber 31 portion configured as described above absorbs vibration, and for example, vibration from the lower column body 10b side is not directly transmitted to the upper column body 10a side.
[0026]
As shown in FIG. 1, the fire-resistant outer wall 20 formed of a refractory material is composed of an upper wall body 20a and a lower wall body 20b, and is seismically isolated between the upper wall body 20a and the lower wall body 20b. A slit 21 is provided. The seismic isolation slit 21 is provided with a slit joint material 40.
[0027]
As shown in FIG. 2, the slit joint material 40 is configured such that a fire-resistant gasket 42 made of a gasket rubber 42 a formed in a pipe shape and a heat-sensitive foam material 43 are provided on a mounting base 41. Yes. In advance, the fireproof gasket 42 and the heat-sensitive foam material 43 are provided together on the mounting base 41 so as not to be independently constructed.
[0028]
In the construction of the slit joint material 40, the fireproof gasket 42 is made of rubber such as a gasket rubber 42a, for example, so that waterproofing for preventing rain leakage from the seismic isolation slit 21 portion is ensured together with ensuring fire resistance. Can be secured.
[0029]
That is, when the slit joint material 40 is used for the seismic isolation slit 21 of the outer wall 20, the outer wall 20 can be provided by providing the fireproof gasket 42 side on the outdoor side and the heat-sensitive foam material 43 side on the indoor side. Even if rain or the like sprays on the seismic isolation slit 21, sufficient waterproofness can be secured.
[0030]
As shown in FIG. 2, the heat-sensitive foam material 43 has an upper surface above the fire-resistant gasket 42 disposed adjacent to the fire-resistant material 44 provided in the frame member 41 a integrally formed on the mounting base 41 at a predetermined height. Is thinly provided in a layered manner so as to be low. With the slit joint material 40 interposed between the seismic isolation slits 21, a gap is formed between the heat-sensitive foam material 43 and the upper wall body 20a. The height H of the gap is set to such a height that the heat-sensitive foam material 43 is foamed and filled in a fire.
[0031]
Incidentally, the mounting base 41 including the frame member 41a may be formed of a metal such as aluminum that can withstand an assumed temperature at the time of a fire, or a material such as ceramic. For example, the refractory material 44 may be formed of calcium silicate, gypsum, ceramics, or the like.
[0032]
In the actual construction, the slit joint material 40 having such a configuration is attached as follows, for example. That is, when the lower wall body 20b is formed, a fixing rod 45 such as a reinforcing bar is passed through the wall body in the wall surface direction at a predetermined height in advance, and the anchor 46 is fixed thereto by welding or the like. So that the upper ends of the are aligned at a predetermined height.
[0033]
In this way, the anchor plate 47 whose upper surface is finished to be a plane with high accuracy is welded and fixed onto the plurality of anchors 46 provided on the fixing rod 45. After that, by pouring concrete mortar and providing the anchor plate 47 on the lower wall 20b with high accuracy, the mounting base 41 of the slit joint material 40 is provided on the lower wall 20b with high accuracy, and the height of the gap Construction management can be performed with high accuracy so that H does not become larger than necessary.
[0034]
For mounting the mounting base 41 on the anchor plate 47, a fixing means may be selected and used within a range in which conventionally known fire-resistant inconveniences such as bolt fixing and screw fixing do not occur.
[0035]
In the same floor space constituted by the column 10 and the outer wall 20 having the above-described configuration, a combustible F that can be a fire source is provided.
[0036]
In the same floor space, the side where the combustible F is installed and the side where the pillar 10 having the seismic isolation material is installed are partitioned by the fireproof member 50. That is, the fireproof member 50 functions as the fireproof partition wall 50a. As such a refractory member 50, use of a gypsum board, a rock wool spray wall, etc. can be considered, for example.
[0037]
In this way, the fireproof member 50 separates the so-called combustible material existence space S1 on the side where the combustible material F is installed from the seismic isolation material installation space S2 in which the laminated rubber seismic isolation material 30a is installed. Therefore, even if a fire occurs due to the combustible material F, the seismic isolation material installation space S2 side isolated by the refractory member 50 does not reach the fire and the seismic isolation mechanism of the building is protected from the fire. .
[0038]
Further, as shown in FIG. 1, the fireproof member 50 functioning as the fireproof partition wall 50a having the above-described configuration is provided with an inspection port 51a as an entrance 51 for going back and forth between the combustible material existence space S1 and the seismic isolation material installation space S2. It has been. The inspection port 51a is provided with a fire door 52 so that fire spread does not occur through the inspection port 51a in the event of a fire.
[0039]
FIG. 3 schematically shows such a configuration as viewed from above. As shown in the drawing, the seismic isolation material installation space S2 is partitioned by a fireproof partition wall 50a (50), and the outer wall 20 is configured to be fireproof together. Therefore, the base isolation material installation space S2 is configured as a fireproof partition. Will be.
[0040]
On the other hand, the combustible material existence space S1 with the combustible material F is also configured as a fireproof compartment by surrounding the outer wall 20 with the same fireproof outer wall 20 as surrounding the seismic isolation material installation space S2. For this reason, even if the combustible F becomes a fire source and a fire occurs, the fire damage such as the spread of fire does not reach the surroundings as much as possible.
[0041]
In addition, in the case shown in FIG. 1, the piping equipment 23 is provided through the partition penetration part 22 in the combustible existence space S1 side.
[0042]
In the case shown in FIG. 3, the case where the fireproof compartment is set in both the combustible material existence space S <b> 1 and the seismic isolation material installation space S <b> 2 is shown, but either the combustible material existence space S <b> 1 or the seismic isolation material installation space S <b> 2 is shown. Only one side may be configured as a fireproof compartment.
[0043]
For example, if only the combustible material existence space S1 is configured as a fireproof compartment, even if a fire occurs using the combustible material F as a fire source, the fire can be confined in the combustible material existence space S1 and configured as a fireproof compartment. It is possible to prevent the spread of fire to the seismic isolation material installation space S2, which is not performed, and to protect the seismic isolation mechanism of the building provided in the seismic isolation material installation space S2 from fire.
[0044]
Even if only the seismic isolation material installation space S2 is configured as a fireproof compartment, even if a fire is caused by the combustible material F in the combustible material existence space S1, the fire spread from the outside is prevented, and the seismic isolation mechanism part of the building Can be effectively protected from fire.
[0045]
1 and 3, since the inspection port 51a is provided in the fireproof partition wall 50a, the inspection port 51a is used in the seismic isolation material installation space S2 during normal times when no fire has occurred. The periodic inspection for the purpose of maintaining and managing the seismic isolation material 30 such as the laminated rubber seismic isolation material 30a provided on the pillar 10 can be performed.
[0046]
In such an inspection, it is not necessary to perform the inspection work while removing the fireproof coating for each seismic isolation material 30, and the inspection work is different from the conventional configuration in which the inspection work is performed while removing the fireproof coating for each individual seismic isolation material. Can be made much more efficient.
[0047]
In the configuration described above, a configuration in which a plurality of pillars 10 provided with the seismic isolation material 30 are collectively divided into the combustible material existence space S1 in a mode in which the same floor is divided into right and left by the fireproof member 50 is shown. In order to isolate the combustible part existence space S1 and the seismic isolation material installation space S2 by the member 50, other modes may be used.
[0048]
For example, in the case shown in FIG. 4, a configuration is shown in which a combustible material existence space S <b> 1 is partitioned on the center side in the same floor space of the seismic isolation floor, and a seismic isolation material installation space S <b> 2 is partitioned on both sides by fireproof members 50. ing. The fireproof member 50 may be provided with an inlet 51 that can be used as an inspection port 51a so that the combustible material existence space S1 and the seismic isolation material installation space S2 can be moved back and forth.
[0049]
In addition, as shown in FIG. 5, by providing a fireproof member 50 so as to surround the center of the combustible material F, a partition configuration is set in which a seismic isolation material installation space S2 is set around the combustible material existence space S1. It doesn't matter. The aspect of the partition configuration may be changed as appropriate depending on the arrangement configuration of the column 10 provided with the seismic isolation material 30 and the combustible F.
[0050]
In the above configuration, the refractory member 50 that separates the combustible material existence space S1 and the seismic isolation material installation space S2 is provided to extend vertically from the floor 11 to the ceiling 12 corresponding to the upper floor below. As shown in FIG. 6, the length of the refractory member 50 may be set short and the combustible F may be surrounded small.
[0051]
The present invention is not limited to the above-described embodiment, and may be changed as necessary without departing from the scope of the invention.
[0052]
In the above description, the fireproof section is set so that the seismic isolation material installation space includes a plurality of pillars, that is, includes a plurality of laminated rubber seismic isolation materials. However, although it is inferior, of course, it does not matter even if it sets a fireproof division so that one pillar provided with one laminated rubber seismic isolation material may be enclosed.
[0053]
【The invention's effect】
In the present invention, since it is not necessary to provide a fireproof coating for each seismic isolation material constituting the seismic isolation device, the construction work is less than the conventional construction in which fireproof construction is performed for each seismic isolation material. It is possible to reduce the fireproof construction cost of the seismic device.
[0054]
In addition, when inspecting seismic isolation materials, it is not necessary to remove the fireproof coating for each seismic isolation material, so maintenance and inspection of seismic isolation materials after fireproofing can be performed easily, and the maintenance and inspection costs are accordingly reduced. Reduction can be achieved.
[Brief description of the drawings]
FIG. 1 is a front view schematically showing an example of an embodiment of a configuration of the present invention.
FIG. 2 is a cross-sectional view showing a state of a slit joint material provided in a seismic isolation slit.
3 is a plan view schematically showing a state of the configuration shown in FIG. 1 as viewed from above. FIG.
FIG. 4 is a plan view schematically showing a modified example of the fireproof compartment in relation to the present invention.
FIG. 5 is a plan view schematically showing a modified example of the fireproof compartment in relation to the present invention.
FIG. 6 is a plan view schematically showing a modified example of the fireproof compartment in relation to the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 10 Column 10a Upper column body 10b Lower column body 20 Outer wall 20a Upper wall body 20b Lower wall body 21 Seismic isolation slit 22 Partition penetration part 23 Piping equipment 30 Seismic isolation material 30a Laminated rubber seismic isolation material 31 Laminated rubber 32a Fixing plate 32b Fixing Plate 40 slit joint material 41 mounting base 41a frame member 42 fireproof gasket 43 heat sensitive foam material 44 fireproof material 45 fixing rod 46 anchor 47 anchor plate 50 fireproof member 50a fireproof compartment wall 51 entrance 51a inspection port 52 fire door F combustible S1 Combustible material existence space S2 Seismic isolation material installation space

Claims (4)

建物に設ける免震装置を火災から保護する免震装置の耐火区画構造であって、
前記免震装置は、前記建物の火災発生源となり得る可燃物が存在する同一フロア空間内に、互いに離間して設けられる複数基の免震材を有し、
前記免震材が2基以上設置される免震材設置空間と、前記可燃物が存在する可燃物存在空間とは、フロア空間内で耐火部材により隔離され、
前記免震材設置空間と前記可燃物存在空間とは、少なくともいずれかの空間が耐火区画として区画され、
前記免震材設置空間には前記免震材設置空間に通じる入口が設けられていることを特徴とする免震装置の耐火区画構造。
A seismic isolation device fireproof compartment structure that protects the seismic isolation device provided in the building from fire,
The seismic isolation device has a plurality of seismic isolation materials provided apart from each other in the same floor space where a combustible material that can be a fire generation source of the building exists.
The seismic isolation material installation space where two or more seismic isolation materials are installed and the combustible material existence space where the combustible material exists are separated by a fireproof member in the floor space,
The seismic isolation material installation space and the combustible material existence space, at least one of the spaces is divided as a fireproof compartment,
A fireproof compartment structure for a seismic isolation device, wherein an entrance that leads to the seismic isolation material installation space is provided in the seismic isolation material installation space.
請求項1記載の免震装置の耐火区画構造において、
前記耐火区画により、前記可燃物が存在するフロア空間に設けられる全ての前記免震材が一括して囲われていることを特徴とする免震装置の耐火区画構造。
In the fireproof compartment structure of the seismic isolation device according to claim 1,
All the seismic isolation materials provided in the floor space in which the said combustible material exists are enclosed by the said fireproof division collectively, The fireproof division structure of the seismic isolation apparatus characterized by the above-mentioned.
請求項1記載の免震装置の耐火区画構造において、
前記免震材設置空間を囲う耐火区画は、前記同一フロア空間内に、複数設定されていることを特徴とする免震装置の耐火区画構造。
In the fireproof compartment structure of the seismic isolation device according to claim 1,
A fireproof compartment structure for a seismic isolation device, wherein a plurality of fireproof compartments surrounding the seismic isolation material installation space are set in the same floor space.
請求項1〜3のいずれか1項に記載の免震装置の耐火区画構造において、
前記免震材設置空間と前記可燃物存在空間とを前記耐火部材で隔離するには、前記可燃物の存在範囲を、前記フロア空間の床側から天井まで至らない高さの耐火部材で囲うことにより行われていることを特徴とする免震装置の耐火区画構造。
In the fireproof compartment structure of the seismic isolation device according to any one of claims 1 to 3,
In order to separate the seismic isolation material installation space and the combustible material existence space by the fireproof member, the existence range of the combustible material is surrounded by a fireproof member having a height that does not reach the ceiling from the floor side of the floor space. A fireproof compartment structure for seismic isolation devices, characterized by
JP2003129984A 2003-05-08 2003-05-08 Fireproof compartment structure of seismic isolation device Expired - Fee Related JP4422979B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2003129984A JP4422979B2 (en) 2003-05-08 2003-05-08 Fireproof compartment structure of seismic isolation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003129984A JP4422979B2 (en) 2003-05-08 2003-05-08 Fireproof compartment structure of seismic isolation device

Publications (2)

Publication Number Publication Date
JP2004332389A true JP2004332389A (en) 2004-11-25
JP4422979B2 JP4422979B2 (en) 2010-03-03

Family

ID=33505637

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2003129984A Expired - Fee Related JP4422979B2 (en) 2003-05-08 2003-05-08 Fireproof compartment structure of seismic isolation device

Country Status (1)

Country Link
JP (1) JP4422979B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013213347A (en) * 2012-04-02 2013-10-17 Ohbayashi Corp Building
CN111079583A (en) * 2019-12-03 2020-04-28 三门核电有限公司 Fire control combustible material intelligent management terminal

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013213347A (en) * 2012-04-02 2013-10-17 Ohbayashi Corp Building
CN111079583A (en) * 2019-12-03 2020-04-28 三门核电有限公司 Fire control combustible material intelligent management terminal
CN111079583B (en) * 2019-12-03 2023-07-18 三门核电有限公司 Intelligent management terminal for fire-fighting combustible

Also Published As

Publication number Publication date
JP4422979B2 (en) 2010-03-03

Similar Documents

Publication Publication Date Title
JP4422979B2 (en) Fireproof compartment structure of seismic isolation device
JP4801293B2 (en) Building
JP2008240355A (en) Structure and method for connecting column or beam to fireproof partition wall
TW201800648A (en) Composite wall assembly which provides a hollow space for improving effects on environmental protection, energy saving and heat insulation
LT6307B (en) System of steal structure and method of assembly
JPH1122062A (en) Fireproof structure in base-isolated structural part
JP2008057228A (en) Fire-resistive covering structure
JP6818462B2 (en) Fireproof structure
JP2004332390A (en) Fire-resisting structure for base isolator
JP6217219B2 (en) Steel column fireproof structure and fireproof partition wall structure
JP3298849B2 (en) Fire resistant structure of seismic isolation structure
JP2006322280A (en) Foundation with decorative panel and building
JP2006291547A (en) Floating floor method and floating floor structure
JP2008121259A (en) Exterior and interior finishing panel system for building, and method of constructing the same
KR20190031025A (en) Interlayer fire protection structure and construction method thereof
GB2376479A (en) Acoustic insulation and fireproofing for steel beams
JP3407728B2 (en) Seismic reinforcement structure of existing structures
JP7545273B2 (en) Fireproof insulation device, fireproof insulation method, and fireproof insulation structure
JP4120820B2 (en) Structure and construction method of fire protection wall
KR101036909B1 (en) Fire resistance construction system of moduler-building
JP3474316B2 (en) Building unit with bath unit
JP2852775B2 (en) Method to penetrate fire protection section of standpipe unit
JP6842987B2 (en) Building bearing wall structure
JP3340963B2 (en) Closure method between outer wall and flooring
JP2004169287A (en) Tunnel fire-resisting structure and method of constructing the same

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20060406

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20071226

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20080108

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20080222

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20080325

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20080519

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20081202

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20090130

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20090602

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20090826

A911 Transfer to examiner for re-examination before appeal (zenchi)

Free format text: JAPANESE INTERMEDIATE CODE: A911

Effective date: 20091023

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20091124

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20091207

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121211

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 4422979

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131211

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees