JPH06158749A - Fire-resistant construction of building - Google Patents

Fire-resistant construction of building

Info

Publication number
JPH06158749A
JPH06158749A JP30888692A JP30888692A JPH06158749A JP H06158749 A JPH06158749 A JP H06158749A JP 30888692 A JP30888692 A JP 30888692A JP 30888692 A JP30888692 A JP 30888692A JP H06158749 A JPH06158749 A JP H06158749A
Authority
JP
Japan
Prior art keywords
building
refractory material
mounting member
structural material
fire
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
JP30888692A
Other languages
Japanese (ja)
Other versions
JPH0781341B2 (en
Inventor
Hiroshi Yamagami
博志 山上
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 JP30888692A priority Critical patent/JPH0781341B2/en
Publication of JPH06158749A publication Critical patent/JPH06158749A/en
Publication of JPH0781341B2 publication Critical patent/JPH0781341B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Building Environments (AREA)

Abstract

PURPOSE:To provide sufficient strength against impact etc., and improve construction efficiency. CONSTITUTION:Plural number of mounting members 2 that have U-shaped sections and are to be fixed on a top beam 14, a continuous member 6 which is placed in the lengthwise direction of the beam 14 and holds a fire resistant material 3 which is inserted between the members 2 and the member 6, and stepped bolts 8 which keep a clearance between the members 2 and the member 6 are provided, and a fire resistant construction 1 of a building of which top beam 14 are covered with the fire resistive material is constituted. The continuous member 6 is provided with beams 18 via ribs 7. The beams 18, the fire resistive material 3 and the mounting members 2 are integrally installed on the continuous member 6 and, therefore, resulting in a large strength and easy handling at the time of assembling etc., and its construction efficiency is improved.

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、
特に梁等の構造材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 a structural material such as a beam is coated with a refractory material.

【0002】[0002]

【背景技術】我が国で鋼構造の建物を建てる場合、火災
時に構造部材の温度が上昇して、その機械的な性質が劣
化することを防止するため、珪酸カルシウム(ケイカル
板)等の耐火材で柱や梁等の構造部材の表面を被覆する
ことが義務付けられている。ところで、予め工場で生産
された複数の建物ユニットを建築現場で組合わせて建て
られるユニット式建物も、上記鋼構造の建物の一種であ
り、一般に建物ユニットは、四隅に配置された4本の柱
と、これらの柱の上下端間を結合する上下の大梁と、対
向する大梁間に架けわたされた小梁とを備えている。こ
の場合、大荷重が負荷される柱や大梁については厳重な
耐火被覆を行わなければならない。また、小梁等につい
ては、天井材や床材等で間接的に防火被覆することが多
い。
[Background Art] When building a steel structure in Japan, in order to prevent the temperature of structural members from rising and the mechanical properties of the building from deteriorating in the event of a fire, use fire-resistant materials such as calcium silicate (calcium board). It is obligatory to coat the surface of structural members such as columns and beams. By the way, a unit-type building constructed by combining a plurality of building units produced in a factory in advance at a construction site is also a kind of the steel structure building, and generally, the building unit is composed of four pillars arranged at four corners. And upper and lower girders that connect the upper and lower ends of these columns, and a beam girder spanned between the facing girders. In this case, strict fireproof coating must be applied to columns and girders under heavy load. In addition, in many cases, the beams and the like are indirectly covered with a fireproof material such as a ceiling material or a floor material.

【0003】前記大梁に対して小梁を取り付ける側に耐
火材を取り付ける技術の一例として、特開平2−176
044号公報が挙げられる。同公報によれば、対向して
等間隔で配置されたガセットで大梁の長手方向に沿った
長尺の耐火材を挟むとともに、スリーブと固定具とで両
ガセットを固定するようになっている。そして、一方側
の複数のガセットにはそれぞれ小梁が結合されており、
反対側のガセットが大梁に取り付けられることにより、
大梁と小梁とが耐火材を挟んで連結固定されている。
As an example of a technique for attaching a refractory material to the side where the beam is attached to the large beam, Japanese Patent Laid-Open No. 2-176
044 publication is mentioned. According to the publication, a long refractory material along the longitudinal direction of the girder is sandwiched by gussets arranged facing each other at equal intervals, and both gussets are fixed by a sleeve and a fixture. And a beam is connected to each of the gussets on one side,
By attaching the gusset on the opposite side to the girder,
A large beam and a small beam are connected and fixed with a refractory material in between.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、前述の
ような建物の耐火構造では、対向して等間隔で配置され
たガセットを介して、長尺の耐火材と複数の小梁とで一
つの枠体が形成されている。つまり、耐火材で複数の小
梁を支持していることになる。そして、耐火材としては
ケイカル板等が使用されており、このケイカル板には、
硬くて衝撃に弱く、衝撃が加えられると割れやすいとい
う欠点がある。従って、耐火材であるケイカル板等で形
成された前記枠体は、衝撃等に対して強度的に弱いとい
う問題があった。
However, in the fireproof structure of a building as described above, one frame is made up of a long fireproof material and a plurality of joists through gussets that are arranged facing each other and are equally spaced. The body is formed. In other words, the refractory material supports a plurality of beams. And, as a refractory material, a calcareous plate or the like is used.
It has the drawback of being hard and vulnerable to shock, and easily cracked when shock is applied. Therefore, there has been a problem that the frame body formed of a fire-resistant material such as a calcareous plate is weak in strength against impact or the like.

【0005】また、耐火材であるケイカル板等でまず枠
体を構成した場合、ケイカル板は、衝撃等に対して強度
的に弱いので、組み立て時の取扱い等、ケイカル板が割
れたりしないよう特に慎重に作業しなければならず、取
付け作業の時間が多くかかり、施工の能率が悪いという
問題があった。
Further, when the frame is first made of a fire-resistant calcareous plate or the like, since the calcareous plate is weak in strength against impact or the like, it is particularly necessary to prevent the calical plate from being broken during handling during assembly. It requires careful work, requires a lot of time for installation work, and is inefficient in construction.

【0006】ここに、本発明の目的は、衝撃等に対して
強度的に強く、かつ、施工能率の向上が図れる建物の耐
火構造を提供することにある。
[0006] It is an object of the present invention to provide a fireproof structure for a building, which is strong in strength against impacts and the like and can be improved in construction efficiency.

【0007】[0007]

【課題を解決するための手段】そこで、本発明は、第1
の構造材と、この第1の構造材に交差するように取り付
けられる第2の構造材と、前記第1の構造材と第2の構
造材との間に第1の構造材の長手方向に沿って取り付け
られる耐火材とを備えた建物の耐火構造において、前記
第1の構造材に固着される取付け部材と、前記耐火材を
挟んで前記取付け部材とは反対側で、かつ、第1の構造
材の長手方向に沿って配置され前記第2の構造材の端部
を支持する通し部材と、この通し部材と前記取付け部材
との間隔を所定の隙間に保持する間隔保持具とを備えた
建物の耐火構造としたものである。
Therefore, the present invention is directed to the first aspect of the present invention.
Structure material, a second structure material that is attached so as to intersect with the first structure material, and between the first structure material and the second structure material in the longitudinal direction of the first structure material. In a fireproof structure of a building including a refractory material mounted along the same, a mounting member fixed to the first structural material and a side opposite to the mounting member sandwiching the refractory material, and a first A through member arranged along the longitudinal direction of the structural material and supporting an end portion of the second structural material, and a gap holding tool for holding a gap between the through member and the mounting member at a predetermined gap. It is a fireproof structure of the building.

【0008】[0008]

【作用】このような本発明では、取付け部材と第2の構
造材の端部を支持する通し部材とで耐火材を挟み込むと
ともに、間隔保持具で取付け部材と通し部材との間隔を
所定の隙間に保持して、取付け部材を第1の構造材に固
着する。第2の構造材と、耐火材と、取付け部材とが通
し部材に取り付けられた状態で枠組み構成されているの
で、衝撃等に対して強度的に強く、かつ、強度的に強い
ので、取扱いも容易であり、その結果、施工能率の向上
が図れ、これらにより前記目的が達成される。
According to the present invention as described above, the refractory material is sandwiched between the mounting member and the through member supporting the end portion of the second structural member, and the space between the mounting member and the through member is set to a predetermined gap by the space holder. And the mounting member is fixed to the first structural member. Since the second structural material, the refractory material, and the mounting member are frame-structured in a state of being mounted to the through member, they are strong against impacts and the like, and also strong in strength, and therefore are easy to handle. It is easy, and as a result, the construction efficiency can be improved, and the above-mentioned objects can be achieved.

【0009】[0009]

【実施例】以下、本発明の第1実施例を図面に基づいて
説明する。図1には、本実施例に係る建物の耐火構造が
適用される建物ユニット10の骨組みが示されている。こ
の骨組みは、四隅の4本の柱11と、柱11の上端間を結合
する一対の長辺梁12および一対の短辺梁13からなる第1
の構造材である上梁14と、柱11の下端間を結合する長辺
梁15および短辺梁16からなる下梁17で構成されている。
前記柱11は中空の角柱材からなり、上梁14および下梁17
は、いわゆるチャンネル材からなる。また、上梁14の一
対の長辺梁12間には、第2の構造材である小梁18が架け
わたされている。このような骨組みは、予め工場で組立
てられるとともに、骨組みには、床材や天井材,外壁等
の設備、造作材も取り付けられる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A first embodiment of the present invention will be described below with reference to the drawings. FIG. 1 shows a skeleton of a building unit 10 to which a building fireproof structure according to this embodiment is applied. This skeleton is composed of four columns 11 at four corners, a pair of long-side beams 12 and a pair of short-side beams 13 that connect the upper ends of the columns 11 to each other.
The upper beam 14 which is a structural member of the above, and the lower beam 17 composed of the long-side beam 15 and the short-side beam 16 connecting the lower ends of the columns 11 to each other.
The pillar 11 is made of a hollow prismatic material, and has an upper beam 14 and a lower beam 17.
Consists of so-called channel material. Further, between the pair of long side beams 12 of the upper beam 14, a small beam 18 which is a second structural material is hung. Such a skeleton is preassembled in a factory, and the floor and ceiling materials, equipment such as outer walls, and construction materials are also attached to the skeleton.

【0010】本実施例の建物の耐火構造1は、第1の構
造材である上梁14に第2の構造材である小梁18が連結固
定される部位において、上梁14を耐火材で被覆する場合
の態様であり、図2,3は、その縦断面図、横断面図で
ある。これらの図において、上梁14には、建物ユニット
10の室内側に、所定幅に形成された断面コ字形の複数個
の取付け部材2が、上梁12の長手方向に等間隔で取り付
けられている。この取付け部材2は、その上下のフラン
ジ部2A,2Bが前記上梁14の上下のフランジ部14A ,14B
の内面に嵌合するようになっており、かつ、取付け部材
2のウエブ2Cが建物ユニット10の室内側に位置するよう
に、溶接等により取り付けられて固着されている。
In the fire resistant structure 1 of the building of this embodiment, the upper beam 14 is made of a refractory material at a portion where the upper beam 14 which is the first structural material and the beam 18 which is the second structural material are connected and fixed. 2 and 3 are longitudinal sectional views and lateral sectional views, respectively. In these figures, the upper beam 14 is
A plurality of mounting members 2 each having a U-shaped cross section and having a predetermined width are mounted on the inside of the room 10 at equal intervals in the longitudinal direction of the upper beam 12. The upper and lower flange portions 2A and 2B of the mounting member 2 are the upper and lower flange portions 14A and 14B of the upper beam 14, respectively.
Is fitted and fixed by welding or the like so that the web 2C of the mounting member 2 is located on the indoor side of the building unit 10.

【0011】取付け部材2のウエブ2Cの背面には、上梁
14の長手方向に沿って、柔軟性を有する耐火材3が取り
付けられている。この耐火材3の一端は、取付け部材2
のウエブ2Cの背面の上端から水平に建物ユニット10の室
内側に折り曲げられた折り曲げ部3Aとされており、この
折り曲げ部3Aは上階建物ユニット20の軽量気泡コンクリ
ート(ALC)製の床21の裏面に当接されている。ま
た、耐火材3の他端3Bは、前記ウエブ2Cの背面から上梁
14の下フランジ部14B の下面を覆い、さらに、上梁14の
ウエブ14C の背面の略半分を覆う長さに延ばされてい
る。そして、この他端3Bは、その外側から上梁14のフラ
ンジ部14B および上梁14のウエブ14C に打ち込まれたワ
ッシャ4付きのピン5で固定されるようになっている。
On the rear surface of the web 2C of the mounting member 2, there is an upper beam.
A refractory material 3 having flexibility is attached along the longitudinal direction of 14. One end of this refractory material 3 is attached to the attachment member 2
The web 2C has a bent portion 3A which is horizontally bent from the upper end on the rear side to the indoor side of the building unit 10. It is in contact with the back side. Further, the other end 3B of the refractory material 3 is provided with an upper beam from the back surface of the web 2C.
It extends to a length that covers the lower surface of the lower flange portion 14B of 14 and further covers approximately half of the rear surface of the web 14C of the upper beam 14. The other end 3B is fixed from the outside by a pin 5 with a washer 4 that is driven into the flange portion 14B of the upper beam 14 and the web 14C of the upper beam 14.

【0012】なお、折り曲げ部3Aは、上述のように上階
建物ユニット20の床21の裏面に当接されているが、床21
は図4に示すように、取付け具22に固定されており、こ
の取付け具22は、上階建物ユニット20の下梁17に固着さ
れた当て部材23に取り付けられている。床21の上部に
は、木根太24を介してパーチクルボード等の床仕上げ材
25が敷かれている。また、下梁17の耐火構造として、木
根太24と当て部材23との間にケイカル板26が嵌め込まれ
ており、建物ユニット20,20等を組み合わせた際、隣合
う建物ユニット20,20の隣合うケイカル板26,26 の間の
隙間には、建築現場で繋ぎ用のケイカル板27が嵌め込ま
れるようになっている。
The bent portion 3A is in contact with the back surface of the floor 21 of the upper floor building unit 20 as described above.
As shown in FIG. 4, is attached to a fixture 22, and the fixture 22 is attached to a pad member 23 fixed to a lower beam 17 of the upper floor building unit 20. On the upper part of the floor 21, through the wood joists 24, floor finishing materials such as particle boards.
25 are laid. In addition, as a fireproof structure of the lower beam 17, a calcareous plate 26 is fitted between the tree joist 24 and the pad member 23, and when the building units 20, 20 and the like are combined, they are adjacent to the adjacent building units 20, 20. In the space between the mating calcareous plates 26, 26, a caulcal plate 27 for connection at the construction site is fitted.

【0013】ここで、柔軟性を有する耐火材3は、例え
ば、フレックスガード(商品名、ニチアス株式会社製)
よりなり、これは、順にロックウール、セラミックファ
イバ、不織布、亀甲金網を積層した複合材料からなる。
Here, the flexible refractory material 3 is, for example, Flexguard (trade name, manufactured by Nichias Corporation).
It is composed of a composite material in which rock wool, ceramic fiber, non-woven fabric, and hexagonal wire mesh are sequentially laminated.

【0014】図2に示すように、耐火材3を挟んで前記
取付け部材2の反対側には、上梁14の長手方向に沿った
通し部材6が設けられている。この通し部材6は断面コ
字形のチャンネル材状に形成されているが、上フランジ
部6Aは、耐火材3の折り曲げ部3Aを支持するために下フ
ランジ部6Bより長めに形成されている。通し部材6の内
部には、上梁14の長手方向に沿って等間隔にリブ7が取
り付けられており、このリブ7には、それぞれ、第2の
構造材である複数の小梁8が溶接等により固着されてい
る。なお、通し部材6の下フランジ部6Bおよび小梁18の
下面には、予め工場で天井材19が取り付けられるように
なっている。また、隣合う建物ユニット10,10 同士の隣
合う通し部材6,6間の耐火材3の下面には、繋ぎの天
井材19A が建築現場で取り付けられる。
As shown in FIG. 2, a through member 6 is provided along the longitudinal direction of the upper beam 14 on the opposite side of the mounting member 2 with the refractory material 3 interposed therebetween. The through member 6 is formed into a channel material having a U-shaped cross section, but the upper flange portion 6A is formed longer than the lower flange portion 6B in order to support the bent portion 3A of the refractory material 3. Ribs 7 are attached to the inside of the through member 6 at equal intervals along the longitudinal direction of the upper beam 14, and a plurality of beam members 8 that are second structural members are welded to the ribs 7, respectively. It is fixed by etc. A ceiling material 19 is previously attached to the lower flange portion 6B of the through member 6 and the lower surface of the beam 18 at the factory. Further, a ceiling material 19A for connection is attached at the construction site on the lower surface of the refractory material 3 between the through members 6 and 6 adjacent to each other in the adjacent building units 10 and 10.

【0015】通し部材6と前記取付け部材2とには、両
者にわたってその隙間を保持する間隔保持具である段付
きボルト8が設けられている。この段付きボルト8は、
その軸部8Aの径が先端のねじ部8Bの径より大きく形成さ
れており、ねじ部8B側に取付け部材2が取り付けられた
際、通し部材6と取付け部材2との間隔が段付きボルト
8の軸部8Aの長さに保持されるようになっている。従っ
て、通し部材6と取付け部材2とに挟み込まれる耐火材
3が、前記柔軟性を有する耐火材3であっても一定の厚
さを確保して保持することができる。
The through member 6 and the mounting member 2 are provided with stepped bolts 8 which are space holders for holding the space therebetween. This stepped bolt 8 is
The diameter of the shaft portion 8A is formed larger than the diameter of the threaded portion 8B at the tip, and when the mounting member 2 is mounted on the threaded portion 8B side, the interval between the through member 6 and the mounting member 2 is stepped bolt 8 It is designed to be held at the length of the shaft portion 8A. Therefore, even if the refractory material 3 sandwiched between the through member 6 and the mounting member 2 is the flexible refractory material 3, it is possible to secure and hold a certain thickness.

【0016】図4には、前述のような耐火構造が施工さ
れた建物ユニット10等を複数組み合わせたユニット式建
物30が示されている。このようなユニット式建物30を建
てるには、まず、下階の建物ユニット10A の通し部材6
にリブ7を介して所定数の小梁18を固着し、この通し部
材6と取付け部材2との間に柔軟性を有する耐火材3を
挟み込み、段付きボルト8で通し部材6と取付け部材2
とを固定して枠体を形成する。次に、この枠体を、取付
け部材6を上梁14内に差し込み溶接等することによっ
て、上梁14と小梁18とを連結固定する。その後、耐火材
3の他端3Bを順次折り曲げ、上梁14の下フランジ14B 下
面と上梁14のウエブ14C 面とを被覆し、ワッシャ4付き
のピン5でこれらの面14B,14C に固定する。
FIG. 4 shows a unit-type building 30 in which a plurality of building units 10 having the above-mentioned fireproof structure are combined. In order to build such a unit-type building 30, first, the through member 6 of the building unit 10A on the lower floor is to be constructed.
A predetermined number of beam 18 is fixed to ribs 7 via ribs 7, flexible refractory material 3 is sandwiched between this through member 6 and mounting member 2, and through member 8 and mounting member 2 are provided with stepped bolts 8.
And are fixed to form a frame. Next, the mounting member 6 is inserted into the upper beam 14 of the frame body and welded, so that the upper beam 14 and the beam 18 are connected and fixed. After that, the other end 3B of the refractory material 3 is sequentially bent, the lower flange 14B lower surface of the upper beam 14 and the web 14C surface of the upper beam 14 are covered, and fixed to these surfaces 14B, 14C by the pin 5 with the washer 4. .

【0017】次いで、前述のような下階の建物ユニット
10A を組み合わせ、この下階の建物ユニット10A の上に
上階の建物ユニット20を組み合わせる。その後、隣合う
下階の建物ユニット10A,10A の隣合う天井材19の間の隙
間に、繋ぎ用の天井材19A を取り付ける。次に、隣合う
上階の建物ユニット20,20 間の隣合う床仕上げ材25,25
の間の隙間に繋ぎ用のケイカル板27を取り付け、隣合う
上階の建物ユニット20,20 の下梁17を耐火被覆する。
Next, the lower floor building unit as described above
Combine 10A, and combine building unit 20 on the upper floor with building unit 10A on the lower floor. After that, the ceiling material 19A for connection is attached to the gap between the adjacent ceiling materials 19 of the building units 10A and 10A on the lower floors adjacent to each other. Next, the adjacent floor finishing materials 25,25 between the adjacent upper floor building units 20,20
A caulking plate 27 for connection is attached to the gap between the two, and the lower beams 17 of the adjacent upper floor building units 20, 20 are fireproof coated.

【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、小梁18はリブ7を、耐火材3は
取付け部材2を介して、それぞれ通し部材6によって支
持されているので、これらで構成された枠体は強度的に
強いものとなった。従って、組み立て等の取扱いに不必
要な神経を使わなくてもよいので、作業性がよく、施工
の能率向上が図れるという効果がある。
According to this embodiment as described above, the following effects can be obtained. That is, since the beam 18 is supported by the rib 7 and the refractory material 3 is supported by the through member 6 through the mounting member 2, the frame body constituted by these is strong in strength. Therefore, since it is not necessary to use unnecessary nerves for handling such as assembling, there is an effect that workability is good and construction efficiency can be improved.

【0019】また、取付け部材2と通し部材6とは段付
きボルト8によって一定の隙間に保持されているので、
耐火材3が柔軟性を有するものであっても、一定の厚さ
を確保することができ、かつ、耐火材3が潰れたりその
厚さが不揃いとなることがない。
Further, since the mounting member 2 and the through member 6 are held in a constant gap by the stepped bolt 8,
Even if the refractory material 3 is flexible, a certain thickness can be secured, and the refractory material 3 is not crushed or uneven in thickness.

【0020】さらに、柔軟性を有する耐火材3が使用さ
れており、この耐火材3は衝撃等に対して割れたりせ
ず、また、折り曲げ等容易に行えるので、施工の能率向
上を図ることができる。
Further, since the refractory material 3 having flexibility is used, the refractory material 3 does not crack due to impact, etc., and can be easily bent, so that the efficiency of construction can be improved. it can.

【0021】また、耐火材3の取り付けは、取付け部材
2と通し部材6とで耐火材3を挟み込んだ後、段付きボ
ルト8を差し込み、ナットを螺合させるだけでよく、取
り付け作業が容易である。
To install the refractory material 3, after the refractory material 3 is sandwiched between the mounting member 2 and the through member 6, the stepped bolt 8 is inserted and the nut is screwed, and the mounting operation is easy. is there.

【0022】図5には、本発明の第2実施例が示されて
いる。本実施例では、前記第1実施例の間隔保持具とし
ての段付きボルト8を、ボルト50と長ナット51との組み
合わせとしたものである。すなわち、取付け部材2と通
し部材6との隙間の間隔に等しく形成された長ナット51
を、予め取付け部材2、あるいは通し部材6に固着し、
耐火材3を挟み込んだ後、ボルト50をその長ナット51に
螺合させて取り付けるようになっている。なお、前記第
1実施例と同一部材には同一符号を付すとともに、その
説明は省略してある。このような本実施例においても、
前記第1実施例と同様な作用効果を奏することができ
る。
FIG. 5 shows a second embodiment of the present invention. In this embodiment, the stepped bolt 8 as the spacing member of the first embodiment is a combination of a bolt 50 and a long nut 51. That is, the long nut 51 formed to be equal to the gap between the mounting member 2 and the through member 6.
Is fixed to the attachment member 2 or the through member 6 in advance,
After the refractory material 3 is sandwiched, the bolt 50 is screwed and attached to the long nut 51. The same members as those in the first embodiment are designated by the same reference numerals and the description thereof is omitted. Also in this embodiment,
The same effects as those of the first embodiment can be obtained.

【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、前記各実施例では、取付け部材2は所定
幅を有するものとされているが、これに限らず、通し部
材6と同様に上梁14の長手方向に沿った一枚の通し部材
としてもよい。
The present invention is not limited to the above-mentioned embodiments, but includes the following modifications. That is, in each of the above-described embodiments, the mounting member 2 is assumed to have a predetermined width, but the present invention is not limited to this, and as with the through member 6, it may be a single through member along the longitudinal direction of the upper beam 14. Good.

【0024】また、前記各実施例では、耐火材3として
柔軟性を有するものが使用されているが、これに限ら
ず、要は上梁14等を被覆できればよいので、例えば、ケ
イカル板等を使用してもよい。
Further, in each of the above-mentioned embodiments, a material having flexibility is used as the refractory material 3. However, the material is not limited to this, and the essential point is that the upper beam 14 and the like can be covered. May be used.

【0025】さらに、前記各実施例では、耐火構造とす
る建物を建物ユニット10等としたが、これに限らず、上
梁14と小梁18とを有する構造であれば利用でき、例え
ば、在来工法の建物に対しても適用することができる。
Further, in each of the above-mentioned embodiments, the building having the fireproof structure is the building unit 10 or the like, but the present invention is not limited to this, and any structure having the upper beam 14 and the girder 18 can be used. It can also be applied to buildings that have construction methods.

【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、衝撃等に対して強度的に強く、か
つ、施工能率の向上が図れるという効果がある。
As described above, according to the fireproof structure for a building of the present invention, there is an effect that it is strong in strength against impacts and the like, and that construction efficiency can be improved.

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

【図1】建物ユニットの骨組みを示す全体斜視図であ
る。
FIG. 1 is an overall perspective view showing a framework of a building unit.

【図2】本発明の第1の実施例に係る建物ユニットの耐
火構造を示す縦断面図である。
FIG. 2 is a vertical sectional view showing a fireproof structure of the building unit according to the first embodiment of the present invention.

【図3】建物ユニットの骨組みの耐火構造を示し、図2
のIII-III 線断面図である。
FIG. 3 shows a fireproof structure of the frame of the building unit, and FIG.
FIG. 3 is a sectional view taken along line III-III of FIG.

【図4】ユニット式建物の耐火構造を示す縦断面図であ
る。
FIG. 4 is a vertical sectional view showing a fireproof structure of a unit-type building.

【図5】本発明の第2の実施例に係る建物ユニットの耐
火構造を示す縦断面図である。
FIG. 5 is a vertical sectional view showing a fireproof structure of a building unit according to a second embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 建物ユニットの耐火構造 2 取付け部材 3 耐火材 6 通し部材 8 段付きボルト(間隔保持具) 10 建物ユニット 14 上梁(第1の構造材) 18 小梁(第2の構造材) 30 ユニット式建物 1 Fireproof structure of building unit 2 Mounting member 3 Fireproof material 6 Through member 8 Stepped bolt (spacer) 10 Building unit 14 Upper beam (first structural material) 18 Beam (second structural material) 30 Unit type building

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 第1の構造材と、この第1の構造材に交
差するように取り付けられる第2の構造材と、前記第1
の構造材と第2の構造材との間に第1の構造材の長手方
向に沿って取り付けられる耐火材とを備えた建物の耐火
構造において、前記第1の構造材に固着される取付け部
材と、前記耐火材を挟んで前記取付け部材とは反対側
で、かつ、第1の構造材の長手方向に沿って配置され前
記第2の構造材の端部を支持する通し部材と、この通し
部材と前記取付け部材との間隔を所定の隙間に保持する
間隔保持具とを備えたことを特徴とする建物の耐火構
造。
1. A first structural material, a second structural material attached to intersect with the first structural material, and the first structural material.
In a fireproof structure of a building, comprising: a structural material of 1) and a second structural material, the refractory material being attached along the longitudinal direction of the first structural material, and a mounting member fixed to the first structural material. And a through member arranged on the opposite side of the mounting member with the refractory material interposed therebetween and along the longitudinal direction of the first structural material, and supporting the end portion of the second structural material, and the through member. A fireproof structure for a building, comprising: a space holder that holds a space between a member and the mounting member at a predetermined space.
JP30888692A 1992-11-18 1992-11-18 Fireproof structure of building Expired - Fee Related JPH0781341B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30888692A JPH0781341B2 (en) 1992-11-18 1992-11-18 Fireproof structure of building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30888692A JPH0781341B2 (en) 1992-11-18 1992-11-18 Fireproof structure of building

Publications (2)

Publication Number Publication Date
JPH06158749A true JPH06158749A (en) 1994-06-07
JPH0781341B2 JPH0781341B2 (en) 1995-08-30

Family

ID=17986452

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30888692A Expired - Fee Related JPH0781341B2 (en) 1992-11-18 1992-11-18 Fireproof structure of building

Country Status (1)

Country Link
JP (1) JPH0781341B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017172112A (en) * 2016-03-18 2017-09-28 大和ハウス工業株式会社 Fireproof structure of building, and work floor installation method in atrium of building

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017172112A (en) * 2016-03-18 2017-09-28 大和ハウス工業株式会社 Fireproof structure of building, and work floor installation method in atrium of building

Also Published As

Publication number Publication date
JPH0781341B2 (en) 1995-08-30

Similar Documents

Publication Publication Date Title
JPH06158749A (en) Fire-resistant construction of building
JP3686701B2 (en) ALC panel vertical wall mounting structure
JP6860354B2 (en) Building structure
JP3549506B2 (en) Joint structure and joining method of fire-resistant partition walls and columns / beams
JP2001049623A (en) H-steel arm scaffolding and method for constructing the same
JP5693867B2 (en) building
JPH10185013A (en) Alc building construction and its constructional method
JP3224196B2 (en) Fireproof structure of unit building
JP3667392B2 (en) Upper floor panel fixing structure
JP4120820B2 (en) Structure and construction method of fire protection wall
JPH02167940A (en) Reinforcing structure of building unit
JP3190262B2 (en) Fireproof construction method for unit building
JP2006257776A (en) Insert installing structure and installing method for floor slab
JP3295913B2 (en) Building unit
JP4205884B2 (en) Unit building
JP2505953B2 (en) Absorption wall and its molding method
JP3446576B2 (en) Bearing wall
JPH07113269A (en) Unit building and jointing structure of building unit
JP2022165194A (en) Joint structure of structural members
JP3205152B2 (en) Fireproof structure of unit building
JP2000136593A (en) Floor structural body
JP2918260B2 (en) Building load-bearing panels and building frame structures
JP3224178B2 (en) Fireproof construction method of building unit and fireproof structure
JPH0781339B2 (en) Fireproof structure of unit building
JPH0455543A (en) Fixed construction of ceiling plenum partition panel

Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 19980714

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

Free format text: PAYMENT UNTIL: 20070830

Year of fee payment: 12

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

Free format text: PAYMENT UNTIL: 20080830

Year of fee payment: 13

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

Free format text: PAYMENT UNTIL: 20080830

Year of fee payment: 13

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

Free format text: PAYMENT UNTIL: 20090830

Year of fee payment: 14

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313111

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

Free format text: PAYMENT UNTIL: 20090830

Year of fee payment: 14

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

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

Free format text: PAYMENT UNTIL: 20100830

Year of fee payment: 15

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

Free format text: PAYMENT UNTIL: 20100830

Year of fee payment: 15

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

Free format text: PAYMENT UNTIL: 20110830

Year of fee payment: 16

LAPS Cancellation because of no payment of annual fees