JPH06229036A - Fire resistive construction of building - Google Patents

Fire resistive construction of building

Info

Publication number
JPH06229036A
JPH06229036A JP5017551A JP1755193A JPH06229036A JP H06229036 A JPH06229036 A JP H06229036A JP 5017551 A JP5017551 A JP 5017551A JP 1755193 A JP1755193 A JP 1755193A JP H06229036 A JPH06229036 A JP H06229036A
Authority
JP
Japan
Prior art keywords
building
columns
plate
wall
calical
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
JP5017551A
Other languages
Japanese (ja)
Other versions
JP3067441B2 (en
Inventor
Satoshi Inagaki
聡 稲垣
Jiyunko Tsunetou
潤子 常藤
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.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes 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 Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP5017551A priority Critical patent/JP3067441B2/en
Publication of JPH06229036A publication Critical patent/JPH06229036A/en
Application granted granted Critical
Publication of JP3067441B2 publication Critical patent/JP3067441B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE:To ensure the easy erection of an interior wall, reduce cost, keep a fire resistive material hardly damaged, and enable the specification of the material to be simplified. CONSTITUTION:Exterior walls 12 and 22 are erected outside the adjacent columns 11 and 21 of adjacent building units 10 and 20, and a calcium silicate board 6 is provided inside the columns 11 and 21 in such a way as striding over them and faced to the exterior wall 22 or the like. In addition, side calcium silicate boards 2 and 2 are laid at both ends of the calcium silicate board 6 for concealing the outside of the columns 11 and 21. Furthermore, ceramic fibers 7 compressed with the calcium silicate boards 2 are fitted between the boards 2 and 2, and the columns 11 and 21. The adjacent columns 11 and 21 of the adjacent building units 10 and 20 are covered to resist fire with the board 6 or the like.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は建物の耐火構造に係り、
特に建物ユニットの柱を耐火材で被覆する際に利用でき
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fireproof structure of a building,
In particular, it can be used when covering the pillars of building units with refractory materials.

【0002】[0002]

【背景技術】近年、予め工場で生産された複数の建物ユ
ニットや屋根ユニット等を、建築現場で組み合わせて建
てる住宅等のユニット式建物が多く見られる。ところ
で、建物ユニットは、四隅の4本の柱と、これらの柱の
上端間および下端間同士を結合する上梁,下梁とからな
る骨組みに、予め工場で天井材や床材,壁材等を取り付
けて、略箱型に構成されている。
BACKGROUND ART In recent years, many unit-type buildings such as houses in which a plurality of building units and roof units produced in advance in a factory are combined together at a construction site are built. By the way, a building unit has four columns at four corners, and a frame composed of an upper beam and a lower beam connecting the upper ends and the lower ends of these columns to each other. Attached, it is configured in a box shape.

【0003】このようなユニット式建物のうち、共同住
宅や病院およびホテル等を用途とする三階建て以上のも
のについては、建築基準法に基づき、柱,梁,床,壁,
屋根等の主要構造部が所定の耐火性能を有する耐火構造
とされていることが要求されている。そこで、一般的に
は床材や天井材および壁材を耐火材で形成するととも
に、屋根も耐火材で葺き、柱,梁については耐火材で覆
って前記要求に対応している。
Among such unit-type buildings, three-story or more buildings for use in apartment houses, hospitals, hotels, etc., have columns, beams, floors, walls, in accordance with the Building Standards Act.
It is required that main structural parts such as a roof have a fireproof structure having a predetermined fireproof performance. Therefore, in general, the floor material, the ceiling material and the wall material are made of a refractory material, the roof is also made of a refractory material, and the pillars and beams are covered with the refractory material to meet the above requirement.

【0004】ユニット式建物を構成する建物ユニットの
柱,梁等の主要構造材を耐火材で覆う従来の耐火構造の
例としては、例えば、、図4に示す構造と、、図5
に示す構造とが知られている。
As an example of a conventional refractory structure in which main structural materials such as columns and beams of a building unit constituting a unit-type building are covered with refractory materials, for example, the structure shown in FIG. 4 and FIG.
The structure shown in is known.

【0005】の構造では、ユニット式建物30を構成す
る隣接する建物ユニット10,20の隣合う柱11,21のそれ
ぞれ外側に外壁12,22が取り付けられており、この外壁
12,22に対向する柱11,21の内側面には、これらに跨が
って、耐火材としての石綿セメント珪酸カルシウム板
(以下、ケイカル板という)1が釘打ち等によって取り
付けられている。このケイカル板1の両端には、側面ケ
イカル板2,2が取り付けられており、これらの側面ケ
イカル板2,2は、各柱11,21の側面を覆うとともに、
一端部は外壁12,22に当接するように形成されている。
In the structure (1), outer walls 12 and 22 are attached to the outer sides of the adjacent columns 11 and 21 of the adjacent building units 10 and 20 constituting the unitary building 30, respectively.
Asbestos-cement calcium silicate board (hereinafter referred to as “calcium board”) 1 as a refractory material is attached by nailing or the like to the inner side surfaces of the pillars 11 and 21 facing 12 and 22, straddling them. The side surface calical plates 2 and 2 are attached to both ends of the calical plate 1, and the side surface calical plates 2 and 2 cover the side surfaces of the columns 11 and 21, respectively.
One end is formed so as to abut the outer walls 12 and 22.

【0006】側面ケイカル板2,2の外側には、角柱状
の補助ケイカル板3,3が釘打ちにより外壁12,22に固
定されて設けられている。この補助ケイカル板3,3の
1側面は、側面ケイカル板2,2の外側面と接触してお
り、従って、両者2,3は、例えば火災時に熱によって
外壁12,22が反り返える際、相対的にスライドできるよ
うになっている。このような補助ケイカル板3は、外壁
12,22が反り返える際側面ケイカル板2との間で相対的
にスライドしても、両者2,3が外れないような大き
さ、例えば、断面50センチ角程度の角柱が使用されてい
る。そして、このような補助ケイカル板3によって、柱
11,21と反り返った外壁12,22との隙間からの火の侵入
が防止されている。なお、外壁12,22の隙間内には、バ
ックアップ材13を介してシール部材14が埋め込まれてい
る。
Outside the side surface calical plates 2 and 2, prismatic auxiliary calical plates 3 and 3 are fixed to the outer walls 12 and 22 by nailing. One side surface of the auxiliary calcareous plates 3 and 3 is in contact with the outer side surface of the lateral calcareous plates 2 and 2, and therefore, when the outer walls 12 and 22 are warped due to heat, for example, in the event of a fire. It can slide relatively. Such an auxiliary calikal plate 3 is used as an outer wall.
When the 12 and 22 bend back, even if they slide relative to the side surface calcareous plate 2, the size of the two and 3 does not come off, for example, a prism having a cross section of about 50 cm square is used. . And, with such an auxiliary calikal plate 3, the pillar
Fire is prevented from entering through gaps between the outer walls 12 and 22 and the outer walls 12 and 22 that are warped. A seal member 14 is embedded in the gap between the outer walls 12 and 22 via a backup material 13.

【0007】の構造では、前記補助ケイカル板3が側
面ケイカル板2の内側、つまり、柱11,21と側面ケイカ
ル板2とに挟まれて設けられている。なお、図3,4に
おいて、符号4は内壁である。
In the structure of (1), the auxiliary silica sheet 3 is provided inside the side silica sheet 2, that is, sandwiched between the columns 11 and 21 and the side silica sheet 2. In FIGS. 3 and 4, reference numeral 4 is an inner wall.

【0008】[0008]

【発明が解決しようとする課題】しかしながら、上述の
の構造では、角柱状の補助ケイカル板3が側面ケイカ
ル板2の外側に突出して設けられているので、内壁4を
取り付けるには、その突出した補助ケイカル板3に係合
させるため、内壁4を切り欠く必要があり、作業が面倒
であるという問題があった。また、角柱状の補助ケイカ
ル板2は、コストも高いという問題もあった。
However, in the above-mentioned structure, since the prismatic auxiliary silica plate 3 is provided so as to project to the outside of the side surface calika plate 2, the projection is made when the inner wall 4 is attached. In order to engage with the auxiliary calcareous plate 3, it is necessary to cut out the inner wall 4, and there is a problem that the work is troublesome. In addition, the prismatic auxiliary silica sheet 2 has a problem of high cost.

【0009】の構造では、内壁4に切り欠きは不要と
なるが、側面ケイカル板2の内側に補助ケイカル板3が
位置しているので、2本の柱11,21を跨いだケイカル板
1の長さが補助ケイカル板3の分だけ長くなる。その結
果、耐火部の占める部分が多くなり、コストも高くなる
とともに、補助ケイカル板3の寸法分だけどこにも支持
されないので、ケイカル板1が割れやすく、構造的にも
不利となっていた。また、上記いずれの場合でも、ケイ
カル板1と、側面ケイカル板2の外、これらと同一の材
質の補助ケイカル板3を必要としているので、仕様が複
雑化するという問題もあった。
In the structure (1), no notch is required in the inner wall 4, but since the auxiliary silica plate 3 is located inside the side surface silica plate 2, the space of the silica plate 1 straddling the two columns 11 and 21 is eliminated. The length is increased by the length of the auxiliary calcareous plate 3. As a result, the refractory portion occupies a large portion, the cost becomes high, and since the size of the auxiliary calical plate 3 is not supported anywhere, the calical plate 1 is easily cracked, which is disadvantageous structurally. In addition, in any of the above cases, in addition to the cali cal plate 1 and the side cali cal plate 2, the auxiliary cali cal plate 3 made of the same material as these is required, which causes a problem that the specifications are complicated.

【0010】ここに、本発明の目的は、内壁の取り付け
が容易であるとともにコストが安くてすみ、かつ、耐火
材が破損しにくく、耐火材の仕様が簡略化できる建物の
耐火構造を提供することにある。
It is an object of the present invention to provide a fireproof structure for a building, in which the inner wall can be easily attached and the cost is low, the refractory material is not easily damaged, and the specifications of the fireproof material can be simplified. Especially.

【0011】[0011]

【課題を解決するための手段】そこで、本発明は、建物
の柱を耐火材で被覆する建物の耐火構造において、前記
柱の外側に設けられた外壁と、この外壁に直交するとと
もに前記柱に取り付けられこの柱の他の外側を被覆する
耐火材と、前記外壁の内面に固着されるとともに前記耐
火材と前記柱との間に前記耐火材に圧縮されて介装され
た軟質耐火材とを備えた建物の耐火構造としたものであ
る。
SUMMARY OF THE INVENTION Therefore, in the fireproof structure of a building in which a pillar of a building is covered with a refractory material, the present invention is directed to an outer wall provided outside the pillar, and to the pillar while being orthogonal to the outer wall. A refractory material that is attached and covers the other outside of the pillar, and a soft refractory material that is fixed to the inner surface of the outer wall and is interposed between the refractory material and the pillar by being compressed by the refractory material. It is a fireproof structure of the building provided.

【0012】[0012]

【作用】このような本発明では、建物の柱の外側は外壁
で覆われ、他の外側は、外壁の内面に固着されている軟
質耐火材を挟んで耐火材で覆われる。耐火材の外側には
突出部がなく、内壁の切り欠きが不要となるので内壁を
容易に取り付けることができる。また、軟質耐火材は側
面耐火材で圧縮されて取り付けられるので、柱と耐火材
との隙間が少なくなって破損しにくくなり、さらに、補
助ケイカル板が不要となるので仕様が簡略化でき、これ
らにより、前記目的が達成される。
In the present invention as described above, the outer side of the pillar of the building is covered with the outer wall, and the other outer side is covered with the refractory material sandwiching the soft refractory material fixed to the inner surface of the outer wall. Since there is no protrusion on the outside of the refractory material and the notch of the inner wall is unnecessary, the inner wall can be easily attached. Also, since the soft refractory material is compressed and attached by the side surface refractory material, the gap between the pillar and the refractory material is reduced and it is less likely to be damaged.Furthermore, the auxiliary silica sheet is not required and the specifications can be simplified. According to the above, the above object is achieved.

【0013】[0013]

【実施例】以下、本発明の一実施例を図面に基づいて説
明する。図1,2には、本実施例の建物の耐火構造が示
されている。本実施例では、ユニット式建物30における
隣接する建物ユニット10,20の隣合う柱11,21が耐火構
造とされている。すなわち、各建物ユニット10,20の隣
合う柱11,21の外側には、図示しない取付け具により取
り付けられた外壁12,22が取り付けられている。柱11,
21の他の外側には、外壁22等に対向配置されるととも
に、建物ユニット10,20の隣合う柱11,21に跨がって取
り付けられた耐火材としてのケイカル板6と、このケイ
カル板6および外壁22等に直交するとともにケイカル板
6の両端に設けられ、柱11,21の互いに外側を被覆する
側面ケイカル板2,2とが設けられている。この側面ケ
イカル板2,2と柱11,21の間には、外壁22等に固着さ
れた軟質耐火材としてのセラミックファイバ7が、側面
ケイカル板2に圧縮されて介装されている。なお、前記
従来技術と同一構造材には同一符号を付してある。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. 1 and 2 show a fireproof structure of a building according to this embodiment. In this embodiment, the adjacent columns 11 and 21 of the adjacent building units 10 and 20 in the unit-type building 30 have a fireproof structure. That is, the outer walls 12 and 22 attached by the fixtures not shown are attached to the outsides of the adjacent columns 11 and 21 of the building units 10 and 20, respectively. Pillar 11,
On the outer side of the other side of 21, a caulking plate 6 as a refractory material, which is arranged so as to face the outer wall 22 and is mounted across the adjacent pillars 11 and 21 of the building units 10 and 20, and this caulking plate. 6 and outer walls 22 and the like, and side surface calical plates 2 and 2 which are provided at both ends of the calical plate 6 and cover the outer sides of the columns 11 and 21 with each other. Between the side surface calical plates 2 and 2 and the pillars 11 and 21, a ceramic fiber 7 as a soft refractory material fixed to the outer wall 22 or the like is interposed by being compressed in the side surface calical plate 2. In addition, the same reference numerals are given to the same structural members as those in the above-mentioned prior art.

【0014】ケイカル板6の幅は、柱11,21の間隔より
もわずかに広く形成されており、長さは、柱21等の全長
にわたって形成されている。このようなケイカル板6
は、上下方向に所定間隔で打ち込まれた釘8等によって
柱11,21に固着されている。
The width of the calcareous plate 6 is formed slightly wider than the space between the columns 11 and 21, and the length is formed over the entire length of the columns 21 and the like. Such a calik board 6
Are fixed to the columns 11 and 21 by nails 8 and the like which are driven in at a predetermined interval in the vertical direction.

【0015】側面ケイカル板2は、柱11,21との間にセ
ラミックファイバ7を圧縮して挟み込むとともに、ケイ
カル板6の両端に上下方向に所定間隔で打ち込まれた釘
8によって固着されている。なお、側面ケイカル板2の
他端は外壁22等に当接している。
The side face calikal plate 2 compresses and sandwiches the ceramic fiber 7 between the pillars 11 and 21, and is fixed to both ends of the calikal plate 6 by nails 8 which are vertically driven at predetermined intervals. In addition, the other end of the side surface calical plate 2 is in contact with the outer wall 22 and the like.

【0016】セラミックファイバ7は、従来の補助ケイ
カル板3に代わって取り付けられるものであり、例え
ば、6〜15mm程度の厚さのものが使用され、断面略L字
形状の一辺は外壁22等に釘8等を打ち込んで取り付けら
れるとともに、柱21等と外壁22等との間に、他辺は柱21
等と側面ケイカル板2との間に、厚さが、例えば、5〜
10mm程度となるように圧縮されて挟み込まれている。
The ceramic fiber 7 is attached in place of the conventional auxiliary calcareous plate 3. For example, a ceramic fiber having a thickness of about 6 to 15 mm is used, and one side of the L-shaped section is the outer wall 22 or the like. The nail 8 and the like are driven in to be attached, and the other side is the pillar 21 between the pillar 21 and the outer wall 22 and the like.
And the side surface calical plate 2 have a thickness of, for example, 5 to
It is compressed and sandwiched to about 10 mm.

【0017】このような本実施例では、建物ユニット20
等の骨組みに外壁22等を取り付ける際、各柱11,21と外
壁12,22との間にセラミックファイバ8をそれぞれ挟み
込んでおく。このような建物ユニット20等が複数個組み
合わされた後、隣合う建物ユニット20等の柱10,20に跨
がるケイカル板6を取り付け、このケイカル板6の両端
に、内側と柱21等との間でセラミックファイバ7を圧縮
して挟み込んで側面ケイカル板2を取り付け、ユニット
式建物30における建物ユニット10,20の柱11,21を耐火
構造とする。
In this embodiment as described above, the building unit 20
When the outer wall 22 or the like is attached to the skeleton, etc., the ceramic fiber 8 is sandwiched between the columns 11 and 21 and the outer walls 12 and 22, respectively. After a plurality of such building units 20 and the like are combined, a caulking plate 6 that straddles the pillars 10 and 20 of the adjoining building units 20 and the like is attached. The ceramic fiber 7 is compressed and sandwiched between them to attach the side surface calcareous plate 2, and the pillars 11 and 21 of the building units 10 and 20 in the unit-type building 30 have a fireproof structure.

【0018】前述のような本実施例によれば次のような
効果がある。すなわち、セラミックファイバ7は側面ケ
イカル板2の内側に圧縮されて設けられており、側面ケ
イカル板2の外側には突出部がないので、内壁4の切り
欠き加工が不要になるという効果がある。
According to this embodiment as described above, the following effects can be obtained. That is, the ceramic fiber 7 is provided inside the side surface calical plate 2 in a compressed state, and since there is no protrusion on the outside of the side surface calical plate 2, there is an effect that the notch processing of the inner wall 4 becomes unnecessary.

【0019】また、セラミックファイバ7は側面ケイカ
ル板2の内側に圧縮されて設けられるので、側面ケイカ
ル板2と柱11,21との間隔が従来のの技術に比べて著
しく狭くできる。従って、ケイカル板6の幅も必要最小
限度に抑えることができ、耐火構造をコンパクトにする
ことができる。
Further, since the ceramic fiber 7 is provided inside the side surface calical plate 2 by being compressed, the distance between the side surface calical plate 2 and the columns 11 and 21 can be remarkably narrowed as compared with the conventional technique. Therefore, the width of the calcareous plate 6 can be suppressed to the necessary minimum, and the fireproof structure can be made compact.

【0020】さらに、側面ケイカル板2と柱11,21との
間にはセラミックファイバ7が介裝されているが、圧縮
されているので両者の隙間は極めて少なく、従って、ケ
イカル板6が破損しにくくなった。
Further, although the ceramic fiber 7 is interposed between the side surface calical plate 2 and the pillars 11 and 21, since it is compressed, the gap between the two is extremely small, and therefore the calical plate 6 is damaged. It became difficult.

【0021】また、本実施例では、セラミックファイバ
7が従来の補助ケイカル板3に代わって取り付けられて
いるが、軟質なので補助ケイカル板3に比較して切断等
取扱いや製作も容易であり、製作等に手間のかかるもの
はケイカル板6と側面ケイカル板2だけである。従っ
て、仕様が簡略化されるという効果がある。
Further, in this embodiment, the ceramic fiber 7 is attached instead of the conventional auxiliary calical plate 3, but since it is soft, it can be easily handled and manufactured compared to the auxiliary calical plate 3, and the manufacturing thereof is easy. Only the calical plate 6 and the lateral calical plate 2 are troublesome. Therefore, there is an effect that the specifications are simplified.

【0022】また、前述のような耐火構造としたユニッ
ト式建物30における建物ユニット10,20の柱11,21で、
1時間の耐火実験を行った結果、図2にも示すように、
外壁22等は柱21等に対して反り返り、側面ケイカル板2
がセラミックファイバ7の外側に沿ってスライドした
が、セラミックファイバ7からは外れなかった。従っ
て、セラミックファイバ7と側面ケイカル板2との間に
隙間は発生せず、火の侵入は完全に防止され、1時間の
耐火試験に合格した。
Further, in the pillars 11 and 21 of the building units 10 and 20 in the unit type building 30 having the above-mentioned fireproof structure,
As a result of conducting the fire resistance test for 1 hour, as shown in FIG.
The outer wall 22 etc. bends back against the pillar 21 etc.
Slid along the outside of the ceramic fiber 7, but did not come off from the ceramic fiber 7. Therefore, no gap was generated between the ceramic fiber 7 and the side-face calical plate 2, the invasion of fire was completely prevented, and the fire resistance test for 1 hour was passed.

【0023】なお、本発明は前述の実施例に限定される
ものではなく、次に示すような変形例を含むものであ
る。すなわち、前記実施例では、セラミックファイバ7
は外壁22等に釘8等によって取り付けられているが、こ
れに限らず、例えば、接着剤によって固定されるもので
あってもよい。
The present invention is not limited to the above-mentioned embodiments, but includes the following modifications. That is, in the above embodiment, the ceramic fiber 7
Is attached to the outer wall 22 or the like by the nail 8 or the like, but is not limited to this, and may be fixed by an adhesive, for example.

【0024】また、前記実施例では、建物の耐火構造と
してユニット式建物30において隣合う建物ユニット10,
20の隣接する柱11,21を被覆した例としたが、これに限
らず、例えば、図3に示すように建物ユニット50の柱51
を被覆する際にも利用できる。図3において、セラミッ
クファイバ52,52の一辺は外壁53,53の内側にそれぞれ
固着されており、他辺はケイカル板54,55と柱51の間に
圧縮されて設けられている。このようにすれば、火災に
際して外壁53が反り返り外壁53と柱51とに隙間が生じて
も、セラミックファイバ52,52の一辺がその隙間を塞い
でいるので、柱51側に火の侵入がなく、従って、建物ユ
ニット50の柱51の耐火が充分に行われるという効果があ
る。
Further, in the above-mentioned embodiment, the building units 10 adjacent to each other in the unit type building 30 are used as the fireproof structure of the building.
Although the example is shown in which 20 adjacent columns 11 and 21 are covered, the present invention is not limited to this. For example, as shown in FIG.
It can also be used for coating. In FIG. 3, one side of the ceramic fibers 52, 52 is fixed inside the outer walls 53, 53, and the other side is provided between the calical plates 54, 55 and the column 51 in a compressed manner. By doing so, even if the outer wall 53 warps and a gap is formed between the outer wall 53 and the column 51 in the event of a fire, one side of the ceramic fibers 52, 52 closes the gap, so there is no intrusion of fire on the column 51 side. Therefore, there is an effect that the pillars 51 of the building unit 50 are sufficiently fire-resistant.

【0025】さらに、前記実施例では、建物の耐火構造
としてユニット式建物30における建物ユニット10,20に
ついて説明したが、必ずしも建物ユニットでなくてもよ
く、例えば、軸組み工法等による建物にも利用できる。
Further, although the building units 10 and 20 in the unit-type building 30 have been described as the fireproof structure of the building in the above-mentioned embodiment, the building units may not necessarily be building units, and may be used, for example, in a building by a frame construction method or the like. it can.

【0026】その他、本発明の実施の際の具体的な構造
および形状等は、本発明の目的を達成できる範囲であれ
ば他の構造等でもよい。
In addition, the specific structure, shape and the like for carrying out the present invention may be other structures and the like as long as the object of the present invention can be achieved.

【0027】[0027]

【発明の効果】以上に説明したように、本発明の建物の
耐火構造によれば、内壁の取り付けが容易であるととも
にコストが安くてすみ、かつ、耐火材が破損しにくく、
耐火材の仕様が簡略化できるという効果がある。
As described above, according to the fireproof structure for a building of the present invention, it is easy to attach the inner wall and the cost is low, and the fireproof material is not easily damaged.
This has the effect of simplifying the specifications of the refractory material.

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

【図1】本発明の一実施例に係る建物の耐火構造の一部
を示す横断面図である。
FIG. 1 is a cross-sectional view showing a part of a fireproof structure of a building according to an embodiment of the present invention.

【図2】同建物の耐火構造において、火災時等に外壁が
反った状態を示す横断面図である。
FIG. 2 is a cross-sectional view showing a state in which the outer wall is warped in a fire or the like in the fireproof structure of the building.

【図3】建物の耐火構造の変形例を示す横断面図であ
る。
FIG. 3 is a cross-sectional view showing a modified example of the fireproof structure of the building.

【図4】建物の耐火構造の従来例を示す横断面図であ
る。
FIG. 4 is a cross-sectional view showing a conventional example of a fireproof structure of a building.

【図5】建物の耐火構造の他の従来例を示す横断面図で
ある。
FIG. 5 is a cross-sectional view showing another conventional example of a fireproof structure of a building.

【符号の説明】[Explanation of symbols]

2 側面ケイカル板(耐火材) 4 内壁 6 ケイカル板(耐火材) 7 セラミックファイバ(軟質耐火材) 11,21 柱 30 ユニット式建物 2 Side-faced silica plate (fireproof material) 4 Inner wall 6 Caical board (fireproof material) 7 Ceramic fiber (soft fireproof material) 11,21 columns 30 Unit type building

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 建物の柱を耐火材で被覆する建物の耐火
構造において、前記柱の外側に設けられた外壁と、この
外壁に直交するとともに前記柱に取り付けられこの柱の
他の外側を被覆する耐火材と、前記外壁の内面に固着さ
れるとともに前記耐火材と前記柱との間に前記耐火材に
圧縮されて介装された軟質耐火材と、を備えて構成され
たことを特徴とする建物の耐火構造。
1. A fireproof structure for a building, in which a pillar of a building is covered with a refractory material, and an outer wall provided outside the pillar, and an outer wall that is orthogonal to the outer wall and is attached to the pillar and covers the other outside of the pillar. And a soft refractory material fixed to the inner surface of the outer wall and interposed between the refractory material and the pillar by being compressed by the refractory material and interposed. Fireproof structure of the building.
JP5017551A 1993-02-04 1993-02-04 Building fire resistant structure Expired - Fee Related JP3067441B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5017551A JP3067441B2 (en) 1993-02-04 1993-02-04 Building fire resistant structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5017551A JP3067441B2 (en) 1993-02-04 1993-02-04 Building fire resistant structure

Publications (2)

Publication Number Publication Date
JPH06229036A true JPH06229036A (en) 1994-08-16
JP3067441B2 JP3067441B2 (en) 2000-07-17

Family

ID=11947056

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5017551A Expired - Fee Related JP3067441B2 (en) 1993-02-04 1993-02-04 Building fire resistant structure

Country Status (1)

Country Link
JP (1) JP3067441B2 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001098660A (en) * 1999-09-30 2001-04-10 Sekisui Chem Co Ltd Fire resistive structure for building
JP2008248646A (en) * 2007-03-30 2008-10-16 Sekisui Chem Co Ltd Fire-resistant pillar and unit building using it
JP2010095869A (en) * 2008-10-14 2010-04-30 Toyota Motor Corp Building structure and building unit
JP2015048667A (en) * 2013-09-03 2015-03-16 大和ハウス工業株式会社 Outer wall unit and building
JP2017210807A (en) * 2016-05-26 2017-11-30 Jfeスチール株式会社 Composite coating refractory structure of steel column, and construction method thereof
JP2019094653A (en) * 2017-11-21 2019-06-20 トヨタホーム株式会社 Fireproof structure wall
JP2020084707A (en) * 2018-11-30 2020-06-04 大和ハウス工業株式会社 Wall structure

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001098660A (en) * 1999-09-30 2001-04-10 Sekisui Chem Co Ltd Fire resistive structure for building
JP2008248646A (en) * 2007-03-30 2008-10-16 Sekisui Chem Co Ltd Fire-resistant pillar and unit building using it
JP2010095869A (en) * 2008-10-14 2010-04-30 Toyota Motor Corp Building structure and building unit
JP2015048667A (en) * 2013-09-03 2015-03-16 大和ハウス工業株式会社 Outer wall unit and building
JP2017210807A (en) * 2016-05-26 2017-11-30 Jfeスチール株式会社 Composite coating refractory structure of steel column, and construction method thereof
JP2019094653A (en) * 2017-11-21 2019-06-20 トヨタホーム株式会社 Fireproof structure wall
JP2020084707A (en) * 2018-11-30 2020-06-04 大和ハウス工業株式会社 Wall structure

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