JPH06123136A - Fireproof construction of unit building - Google Patents
Fireproof construction of unit buildingInfo
- Publication number
- JPH06123136A JPH06123136A JP4274279A JP27427992A JPH06123136A JP H06123136 A JPH06123136 A JP H06123136A JP 4274279 A JP4274279 A JP 4274279A JP 27427992 A JP27427992 A JP 27427992A JP H06123136 A JPH06123136 A JP H06123136A
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- Prior art keywords
- refractory material
- building
- soft
- plate
- space
- 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.)
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Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明はユニット式建物の耐火構
造に係り、特に複数階建てのユニット式建物等に利用で
きる。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fireproof structure of a unit type building, and particularly, it can be used for a unit type building having a plurality of floors.
【0002】[0002]
【背景技術】従来より、住宅等の建物建設に多用される
ユニット工法は、略箱形状の建物ユニットを予め工場で
複数生産しておき、これらの建物ユニットを建設現場で
水平方向あるいは上下方向に配列積層し、かつ相互接続
することによりユニット式建物を建設するものである。[Background Art] Conventionally, a unit construction method that is often used for building a building such as a house is that a plurality of box-shaped building units are produced in advance in a factory, and these building units are horizontally or vertically oriented at a construction site. A unit type building is constructed by stacking and interconnecting them.
【0003】図8に示すように、建物ユニット80は、鋼
材製で略直方体形状のフレーム81に天井材,床材等の内
装材や外壁材等の外装材が取付けられて工場生産され
る。フレーム81は、四隅に立設された柱82と、これらの
柱82の上端間に架け渡された上部梁83A,83Bと、各柱
82の下端間に架け渡された下部梁84A,84Bとを含んで
構成されている。As shown in FIG. 8, a building unit 80 is manufactured at a factory by mounting an interior material such as a ceiling material and a floor material and an exterior material such as an outer wall material to a substantially rectangular frame 81 made of steel. The frame 81 includes pillars 82 erected at four corners, upper beams 83A and 83B bridged between the upper ends of these pillars 82, and each pillar.
It is configured to include lower beams 84A and 84B spanning between lower ends of 82.
【0004】そして、これらのような建物ユニット80を
建設現場において水平方向に配列する際には、各建物ユ
ニット80のフレーム81の寸法誤差や相互接続のための作
業空間を確保するために所定寸法離間させて配列され
る。従って、図に示すように、四つの建物ユニット80A
〜80Dを各々の角部に配置されら柱82が集合するように
配列した際には、各建物ユニット80間には各柱82に囲ま
れた平面略十字状で上下方向に連続する隙間空間85が形
成される。When arranging such building units 80 in the horizontal direction at the construction site, the dimensions of the frame 81 of each building unit 80 and a predetermined dimension are ensured in order to secure a working space for interconnection. It is arranged to be separated. Therefore, as shown in the figure, four building units 80A
When ~ 80D is arranged so that the pillars 82 are arranged at each corner, the space between the building units 80 is a substantially cruciform plane surrounded by the pillars 82 and continuously extending in the vertical direction. 85 is formed.
【0005】ところで、建物を建設するにあたって、3
階建て以上のものやホテル,病院等の施設あるいは指定
防火地域内に建設される建物等については、当該建物の
フレームを板状耐火材で覆う等の耐火構造にすることが
求められており、ユニット式建物が耐火構造であること
が求められる場合には、各建物ユニット80のフレーム81
を板状耐火材で被覆しなければならない。By the way, in constructing a building, 3
For buildings with more than one story, facilities such as hotels and hospitals, or buildings constructed in designated fireproof areas, it is required to have a fireproof structure such as covering the frame of the building with plate-like fireproof material, If the unit building is required to be fireproof, the frame 81 of each building unit 80
Must be coated with a plate refractory material.
【0006】そして、前述した隙間空間85を形成する各
柱82は、板状耐火材の無駄を省くために建設現場で同一
面上の側面(各フレーム81の建物居室側を向く側面)が
一括して大型の板状耐火材で覆われる。従って、隙間空
間85は、これらの板状耐火材に囲まれて上下方向に連続
する平面略十字状の筒体空間となり、かつ上下端面が開
口した状態となる。Each of the columns 82 forming the above-mentioned gap space 85 has the same side surface (side surface facing the building living room side of each frame 81) at the construction site in order to save waste of the plate-shaped refractory material. Then, it is covered with a large plate-shaped refractory material. Therefore, the gap space 85 is a cylindrical space that is surrounded by these plate-like refractory materials and that is continuous in the up-down direction and has a substantially planar cross shape, and has upper and lower end surfaces opened.
【0007】[0007]
【発明が解決しようとする課題】ところが、この隙間空
間85は、ユニット式建物に火災が発生した際に、板状耐
火材が破損して炎が内部に浸入すると煙突としての役割
を果たして上方の他の隙間空間に延焼し、上階の建物ユ
ニットに火災が燃え広がる虞れがある。However, this gap space 85 plays a role as a chimney when the plate-like refractory material is damaged and the flame penetrates into the interior when a fire occurs in the unit type building. There is a risk that fire will spread to the building units on the upper floors as fire spreads to other interstitial spaces.
【0008】このために、耐火被覆材と柱とで形成され
る鉛直空間(隙間空間85)に該鉛直空間を各建物ユニッ
ト毎に仕切る仕切板を配設する建物ユニット建築物にお
ける柱の耐火構造が提案されている(特開昭63−165631
号)。For this reason, a fire-resistant structure of pillars in a building unit building in which a partition plate for partitioning the vertical space for each building unit is arranged in the vertical space (gap space 85) formed by the fire-resistant covering material and the pillars. Has been proposed (Japanese Patent Laid-Open No. 63-165631).
issue).
【0009】具体的には、各柱82の上端面に当該各上端
面を一括被覆する仕切板を配設することにより隙間空間
85内の炎を上下方向に遮断しようとするものである。し
かし、この従来例によれば、鉛直空間(隙間空間85)は
仕切板だけで遮断されているため、この仕切板が炎に晒
された際には耐火性に不安が残るという問題がある。Specifically, by providing a partition plate on the upper end surface of each pillar 82 to cover the upper end surface, the clearance space is formed.
It is intended to block the flame in 85 in the vertical direction. However, according to this conventional example, since the vertical space (gap space 85) is blocked only by the partition plate, there is a problem that the fire resistance remains uncertain when the partition plate is exposed to the flame.
【0010】本発明の目的は、確実な耐火性が得られる
ユニット式建物の耐火構造を提供することにある。An object of the present invention is to provide a fireproof structure for a unit-type building which can obtain reliable fireproofness.
【0011】[0011]
【課題を解決するための手段】本発明の第1発明は、ユ
ニット式建物を構成するために所定の隙間空間を介して
水平方向に隣接する複数の建物ユニットの柱には当該各
柱を一括被覆する板状耐火材が付設され、前記隙間空間
には前記板状耐火材の上下方向端部と重なり合う位置に
耐火材が挟装されていることを特徴とする。According to a first aspect of the present invention, columns of a plurality of building units that are horizontally adjacent to each other through a predetermined gap space to form a unit-type building are bundled with the columns. A plate-shaped refractory material to be covered is additionally provided, and the refractory material is sandwiched in the gap space at a position overlapping the vertical end portion of the plate-shaped refractory material.
【0012】ここで、板状耐火材としては、従来より耐
火材として採用されている珪酸カルシウム板等が利用で
き、柱に鋼材用釘や耐火接着剤等あるいは所定のブラケ
ット等を用いて付設すればよい。また、隙間空間に挟装
される耐火材としては、前記珪酸カルシウムをブロック
状に形成したものや軟質耐火材等が利用でき、その自然
幅寸法を隙間空間の幅寸法よりも若干大きく設定してお
けばよい。Here, as the plate-shaped refractory material, a calcium silicate plate or the like which has been conventionally adopted as a refractory material can be used, and it can be attached to a pillar by using steel nails, a fire-resistant adhesive or the like or a predetermined bracket or the like. Good. Further, as the refractory material sandwiched in the interstitial space, the block-shaped calcium silicate, soft refractory material, or the like can be used, and its natural width dimension is set to be slightly larger than the width dimension of the interstitial space. You can leave it.
【0013】軟質耐火材としては、例えばロックウー
ル,セラミックファイバ,不織布,亀甲金網を積層した
複合材料であるフレックスガード(商品名、ニチアス株
式会社製)等が利用できる。As the soft refractory material, for example, rock wool, ceramic fiber, non-woven fabric, flex guard (trade name, manufactured by Nichias Co., Ltd.), which is a composite material in which turtle wire mesh is laminated, can be used.
【0014】そして、これらのような耐火材は、建設現
場において複数の建物ユニットを配列させた後に隙間空
間内に圧入してもよく、あるいは予め工場において他の
建物ユニットの柱と対向する柱の側面に鋼材用釘や耐火
接着剤等で付設しておいてもよい。このような軟質耐火
材は、その自然厚み寸法が隙間空間の幅寸法よりも小さ
くても、複数枚を重ね合わせたり、あるいは折り曲げる
等して所定の自然厚み寸法が得られればよい。The refractory material such as these may be pressed into the gap space after arranging a plurality of building units at a construction site, or in a factory, the pillars facing the pillars of other building units may be installed in advance. It may be attached to the side surface with steel nails or a fire resistant adhesive. Even if the natural thickness dimension of such a soft refractory material is smaller than the width dimension of the gap space, a predetermined natural thickness dimension may be obtained by stacking or bending a plurality of sheets.
【0015】また、本発明の第2発明は、ユニット式建
物を構成するために所定の隙間空間を介して水平方向に
隣接する複数の建物ユニットの柱には当該各柱を一括被
覆する板状耐火材が付設され、前記隙間空間には前記板
状耐火材の上下方向端部と重なり合う位置に当該隙間空
間の平面形状の遮断部材が水平配置されているととも
に、前記遮断部材の上には耐火材充填材が充填されてい
ることを特徴とする。According to a second aspect of the present invention, the pillars of a plurality of building units that are horizontally adjacent to each other through a predetermined gap space to form a unit type building collectively cover the pillars. A refractory material is additionally provided, and a planar blocking member of the clearance space is horizontally disposed at a position overlapping the vertical end of the plate-shaped refractory material in the clearance space, and a fireproof material is provided on the blocking member. It is characterized by being filled with a material filler.
【0016】ここで、遮断部材としては、例えば四つの
建物ユニットを各々の角部が集合するように配列した場
合には平面略十字状に形成しておけばよい。そして、こ
の遮断部材は、予め各柱の外側面に爪部等を設けておく
ことで水平配置すればよい。また、遮断部材は、耐火充
填材が流出しないように各柱間に延びる先端部に立ち上
がり部を連結しておいてもよい。Here, as the blocking member, for example, when four building units are arranged so that their corners are gathered, they may be formed in a substantially cross shape in a plane. Then, this blocking member may be arranged horizontally by previously providing a claw portion or the like on the outer surface of each pillar. Further, the blocking member may have a rising portion connected to the tip end portion extending between the columns so that the refractory filler does not flow out.
【0017】そして、第1発明の耐火材あるいは第2発
明の遮断部材は、板状耐火材の上下方向上端部及び下端
部の一方あるいは双方に重なる位置に設ければよい。The refractory material of the first invention or the blocking member of the second invention may be provided at a position overlapping one or both of the upper and lower ends of the plate-like refractory material in the vertical direction.
【0018】[0018]
【作用】このような本発明においては、板状耐火材の上
下方向端部と重なり合う位置に耐火材あるいは遮断部材
が設けられているため、隙間空間内に浸入した炎が上方
に延焼するのを防止でき、上階に燃え広がらないことに
なる。In the present invention as described above, since the refractory material or the blocking member is provided at a position overlapping the vertical end portion of the plate-shaped refractory material, the flame that has penetrated into the clearance space does not spread upward. It can be prevented, and it will not spread to the upper floors.
【0019】この際、本発明の第1発明では、耐火材が
各柱間に圧入されて各柱の側面に密着し、炎が上方に延
焼するのを確実に防止できることになる。また、本発明
の第2発明では、遮断部材の上方に充填された耐火充填
材が各柱の側面に密着し、炎が上方に延焼するのを確実
に防止できることになる。従って、ユニット式建物に確
実な耐火性が得られることになり、これらにより前記目
的が達成される。In this case, according to the first aspect of the present invention, the refractory material is press-fitted between the pillars and closely adheres to the side surfaces of the pillars, so that it is possible to reliably prevent the flame from spreading upward. Further, in the second aspect of the present invention, the refractory filling material filled above the blocking member is in close contact with the side surface of each column, and it is possible to reliably prevent the flame from spreading upward. Therefore, it is possible to obtain reliable fire resistance in the unit type building, and the above-mentioned objects are achieved by these.
【0020】[0020]
【実施例】以下に本発明の実施例を図面に基づいて説明
する。なお、以下に説明する各実施例において、すでに
図8で説明した部材等については同一符号を付し、その
説明を簡略、または省略する。Embodiments of the present invention will be described below with reference to the drawings. In addition, in each embodiment described below, the members and the like already described in FIG. 8 are denoted by the same reference numerals, and the description thereof will be simplified or omitted.
【0021】図1〜図3には、本発明に係る第1実施例
の耐火構造10が示されている。本実施例の耐火構造10は
複数階建てのユニット式建物に適用されるものであり、
建物ユニット80A〜80Dの各柱82には当該各柱82の側面
(各建物ユニット80A〜80Dの建物室内側に向く側面)
を一括被覆する板状耐火材11A〜11Dが付設され、隙間
空間85には前記板状耐火材11A〜11Dの上下方向端部と
重なり合う位置に耐火材12が挟装されている。1 to 3 show a refractory structure 10 of a first embodiment according to the present invention. The fire resistant structure 10 of this embodiment is applied to a multi-story unit-type building,
Each pillar 82 of the building units 80A to 80D has a side surface of each pillar 82 (a side surface of each building unit 80A to 80D that faces the inside of the building).
The plate-like refractory materials 11A to 11D for covering the above are collectively provided, and the refractory material 12 is sandwiched in the gap space 85 at a position overlapping the vertical end portions of the plate-like refractory materials 11A to 11D.
【0022】板状耐火材11A〜11Dは、その上端がフレ
ーム81に取付けられた耐火性を有する天井材13(図2,
3参照)に当接するとともに、下端がフレーム81に取付
けられた耐火性を有する床材(図示せず)に当接する上
下方向長さを有している。これらの板状耐火材11A〜11
Dは珪酸カルシウム板であり、各柱82の側面に鋼材用釘
や耐火接着剤あるいは所定のブラケットを用いる等の適
宜な手段で付設されている。The plate-like refractory materials 11A to 11D have a fire-resistant ceiling material 13 having upper ends attached to the frame 81 (see FIG.
(See FIG. 3), and has a vertical length such that the lower end thereof comes into contact with a fire resistant floor material (not shown) attached to the frame 81. These plate-shaped refractory materials 11A-11
D is a calcium silicate plate, which is attached to the side surface of each column 82 by an appropriate means such as using steel nails, a fire resistant adhesive, or a predetermined bracket.
【0023】軟質耐火材12は、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であ
るフレックスガード(商品名、ニチアス株式会社製)で
あり、弾力性及び柔軟性を有している。そして、建物ユ
ニット80A,80B間から建物ユニット80C,80D間に至
る隙間空間85には第1軟質耐火材12Aが挟装され、建物
ユニット80A,80D間及び建物ユニット80B,80C間の
隙間空間85には各々第2軟質耐火材12Bが挟装されてい
る。The soft refractory material 12 is a flex guard (trade name, manufactured by Nichias Co., Ltd.), which is a composite material in which rock wool, ceramic fiber, non-woven fabric, and hexagonal wire mesh are laminated, and has elasticity and flexibility. . The first soft refractory material 12A is sandwiched between the building units 80A, 80B and the building units 80C, 80D, and the first soft refractory material 12A is sandwiched between the building units 80A, 80D and the building units 80B, 80C. A second soft refractory material 12B is sandwiched between the two.
【0024】第1軟質耐火材12Aは、その自然幅寸法L1
が建物ユニット80A,80B間及び建物ユニット80C,80
D間の隙間寸法L2よりも若干大きく設定されているとと
もに、自然長手寸法L3が板状耐火材11A,11C間寸法L4
よりも若干大きく設定されている。The first soft refractory material 12A has a natural width dimension L1.
Between building units 80A and 80B and building units 80C and 80
It is set to be slightly larger than the gap dimension L2 between D and the natural longitudinal dimension L3 is the dimension L4 between the plate refractory materials 11A and 11C.
It is set slightly larger than.
【0025】従って、この第1軟質耐火材12Aは、柱82
間に圧入されると弾性変形により各柱82の側面に密着
し、次いで板状耐火材11A,11Cが各柱82に付設される
と長手方向両端面が圧縮変形により板状耐火材11A,11
Cの裏面に密着するものとされている。Therefore, the first soft refractory material 12A is
When press-fitted between the pillars 82, the pillar-shaped refractory materials 11A and 11C come into close contact with the side surfaces of the pillars 82 due to elastic deformation.
It is supposed to adhere to the back surface of C.
【0026】第2軟質耐火材12Bは、その自然幅寸法L5
が第1軟質耐火材12Aと同様に建物ユニット80A,80D
間の隙間寸法あるいは建物ユニット80B,80C間の隙間
寸法L6よりも若干大きく設定されているとともに、自然
長手寸法L7が柱85の幅寸法L8よりも若干大きく設定され
ている。The second soft refractory material 12B has a natural width dimension L5.
Is a building unit 80A, 80D similar to the first soft refractory material 12A.
The clearance dimension between them or the clearance dimension L6 between the building units 80B and 80C is set slightly larger, and the natural longitudinal dimension L7 is set slightly larger than the width dimension L8 of the column 85.
【0027】従って、これらの第2軟質耐火材12Bは、
前述した第1軟質耐火材12Aと同様に柱82間に圧入され
ると弾性変形により各柱82の側面に密着し、次いで板状
耐火材11B,11Dが各柱82に付設されると長手方向の一
方の端面が前述した第1軟質耐火材12Aに密着するとと
もに、他方の端面が板状耐火材11B,11Dの裏面に各々
密着するものとされている。Therefore, these second soft refractory materials 12B are
Similar to the first soft refractory material 12A described above, when it is press-fitted between the pillars 82, it elastically deforms to adhere to the side surfaces of the pillars 82, and when the plate-shaped refractory materials 11B and 11D are attached to the pillars 82 in the longitudinal direction. One of the end faces is in close contact with the above-mentioned first soft refractory material 12A, and the other end face is in close contact with the back surfaces of the plate-like refractory materials 11B and 11D.
【0028】これらのような第1軟質耐火材12A及び第
2軟質耐火材12Bを圧縮変形させる各柱82は、他の柱82
の側面と対面する側面に爪部14が設けられている。爪部
14は、円錐を軸線方向に二分割したような形状とされ、
その底面を柱82の上方に向けた状態で柱82の側面に固設
されている。Each column 82 that compressively deforms the first soft refractory material 12A and the second soft refractory material 12B as described above is the other column 82.
The claw portion 14 is provided on the side surface facing the side surface of the. Claw
14 is shaped like a cone divided into two in the axial direction,
The bottom surface of the pillar 82 is fixed to the side surface of the pillar 82 with its bottom surface facing upward.
【0029】従って、図2及び図3に示すように、隙間
空間85に挟装された第1軟質耐火材12A及び第2軟質耐
火材12Bは、その左右側面に爪部14が嵌合し、これによ
り下方へのずり下がりが防止される。Therefore, as shown in FIGS. 2 and 3, the first soft refractory material 12A and the second soft refractory material 12B sandwiched in the gap space 85 have the claw portions 14 fitted on the left and right side surfaces thereof, This prevents downward sliding.
【0030】以上のような隙間空間85は、板状耐火材11
A〜11Dの図示しない上下方向下端部と重なり合う位置
にも第1軟質耐火材12A及び第2軟質耐火材12Bが挟装
されており、これらの第1軟質耐火材12A及び第2軟質
耐火材12Bは各柱82の側面に固設された爪部14により位
置保持されている。従って、隙間空間85は、上下方向上
端部及び下端部が第1軟質耐火材12A及び第2軟質耐火
材12Bにより上下方向に遮断されている。The clearance space 85 as described above is formed by the plate-shaped refractory material 11
The first soft refractory material 12A and the second soft refractory material 12B are also sandwiched between the upper and lower ends (not shown) of A to 11D, and the first soft refractory material 12A and the second soft refractory material 12B. The position is held by the claw portion 14 fixed to the side surface of each pillar 82. Therefore, the upper and lower ends of the gap space 85 in the vertical direction are vertically blocked by the first soft refractory material 12A and the second soft refractory material 12B.
【0031】以上のような本実施例においては、建設現
場において各建物ユニット80A〜80Dを水平方向に所定
間隔をおいて配列するとともに、相互接続させる。次
に、各建物ユニット80A〜80Dの各柱82により形成され
た隙間空間85には、建物ユニット80A,80B間(あるい
は建物ユニット80C,80D間)において爪部14が固設さ
れた位置より下方から第1軟質耐火材12Aを柱82の軸線
と略交差する方向(すなわち略水平方向)に圧入し(図
2及び図3の状態)、その先端を建物ユニット80C,80
D間(あるいは建物ユニット80A,80B間)に圧入させ
る。In the present embodiment as described above, the building units 80A to 80D are arranged at predetermined intervals in the horizontal direction and interconnected at the construction site. Next, in the gap space 85 formed by each pillar 82 of each building unit 80A-80D, below the position where the claw portion 14 is fixed between the building units 80A and 80B (or between the building units 80C and 80D). From the first soft refractory material 12A is press-fitted in a direction substantially intersecting the axis of the column 82 (that is, a substantially horizontal direction) (state of FIG. 2 and FIG. 3), and its tip is the building unit 80C, 80.
Press in between D (or between building units 80A and 80B).
【0032】この際、第1軟質耐火材12Aは、その長手
方向両端面を柱82の側面よりも若干突出した状態にさせ
ておく。そして、この状態まま、第1軟質耐火材12Aを
各柱82の側面に沿って上方に摺動移動させ、その幅方向
両側面を爪部14に嵌合させる。At this time, the first soft refractory material 12A is made to have both longitudinal end surfaces thereof slightly projected from the side surfaces of the columns 82. Then, in this state, the first soft refractory material 12A is slid upward along the side surface of each pillar 82, and both widthwise side surfaces thereof are fitted to the claw portions 14.
【0033】次に、建物ユニット80B,80C間及び建物
ユニット80A,80D間において爪部14が固設された位置
より下方から前述した第1軟質耐火材12Aと同様に第2
軟質耐火材12Bを柱82の軸線と略交差する方向(すなわ
ち略水平方向)に圧入し、その長手方向両端面を柱82の
側面よりも若干突出した状態にさせておく。Next, between the building units 80B and 80C and between the building units 80A and 80D, from the position below the position where the claw portion 14 is fixed, the second soft refractory material 12A and second
The soft refractory material 12B is press-fitted in a direction substantially intersecting with the axis of the column 82 (that is, substantially horizontal direction), and both end faces in the longitudinal direction thereof are made to slightly project from the side faces of the column 82.
【0034】そして、この状態まま、第2軟質耐火材12
Aを各柱82の側面に沿って上方に摺動移動させ、その長
手方向の一方の端面を第1軟質耐火材12Aの側面に密着
させた状態で幅方向両側面を爪部14に嵌合させる。Then, in this state, the second soft refractory material 12
A is slid upward along the side face of each column 82, and one end face in the longitudinal direction thereof is closely attached to the side face of the first soft refractory material 12A, and both widthwise side faces are fitted to the claw portion 14. Let
【0035】なお、この隙間空間85は、板状耐火材11A
〜11Dの上下方向下端部と重なり合う位置にも前述した
作業と略同様な作業により第1軟質耐火材12A及び第2
軟質耐火材12Aが挟装される。そして、これらのような
第1軟質耐火材12A及び第2軟質耐火材12Aは、当該第
1軟質耐火材12A及び第2軟質耐火材12Aの弾性変形に
より各柱82の側面に密着し、かつ爪部14に嵌合されて下
方にずり下がることはない。The gap space 85 is formed by the plate-shaped refractory material 11A.
Also, the first soft refractory material 12A and the second soft refractory material 12A and the second soft refractory material 12A and
The soft refractory material 12A is sandwiched. The first soft refractory material 12A and the second soft refractory material 12A as described above are adhered to the side surface of each column 82 due to the elastic deformation of the first soft refractory material 12A and the second soft refractory material 12A, and the nails It does not fit into the part 14 and slide down.
【0036】最後に、板状耐火材11A〜11Dを適宜な手
段で各柱82の側面に付設させ、その上下方向上端部及び
下端部の裏面で第1軟質耐火材12A及び第2軟質耐火材
12Bの長手方向端面を圧縮変形させることにより密着さ
せ、これにより隙間空間85の上下方向端部を第1軟質耐
火材12A及び第2軟質耐火材12Bで遮断させて作業を終
了する。Finally, the plate-like refractory materials 11A to 11D are attached to the side surface of each column 82 by appropriate means, and the first soft refractory material 12A and the second soft refractory material are provided on the back surfaces of the upper and lower ends in the vertical direction.
The longitudinal end face of 12B is compressed and brought into close contact with each other, whereby the upper and lower ends of the clearance space 85 are blocked by the first soft refractory material 12A and the second soft refractory material 12B, and the operation is completed.
【0037】なお、互いに隣接する各柱82は、各々の上
端面にわたって掛け渡される金属製で略平板状の接続部
材(図示せず)により連結され、これにより各屋根ユニ
ット80A〜80Dが相互接続される。The columns 82 adjacent to each other are connected by a metal-made substantially flat plate-like connecting member (not shown) which is bridged over the respective upper end surfaces, whereby the roof units 80A to 80D are interconnected. To be done.
【0038】以上のような本実施例によれば、隙間空間
85には板状耐火材11A〜11Dの上下方向端部と重なり合
う位置に第1軟質耐火材12A及び第2軟質耐火材12B等
の耐火材12が挟装されているため、当該隙間空間85の上
下端部を上下方向に遮断できる。従って、隙間空間85内
に炎が浸入した場合にも上階の他の隙間空間内に延焼す
る虞れがなく、ユニット式建物の耐火性を確実なものに
できる。According to this embodiment as described above, the gap space
Since the refractory material 12 such as the first soft refractory material 12A and the second soft refractory material 12B is sandwiched between the 85 and the plate-shaped refractory materials 11A to 11D at the positions overlapping the vertical end portions thereof, The upper and lower ends can be blocked in the vertical direction. Therefore, even if a flame enters the interstitial space 85, there is no risk of spread to the other interstitial spaces on the upper floor, and the fire resistance of the unit-type building can be ensured.
【0039】そして、第1軟質耐火材12A及び第2軟質
耐火材12Bは、弾力性及び柔軟性を有するため、各柱82
の側面及び板状耐火材11A〜11Dの裏面に隙間なく密着
し、隙間空間85の上下端部を上下方向に確実に遮断でき
る。Since the first soft refractory material 12A and the second soft refractory material 12B have elasticity and flexibility, each column 82
And the back surfaces of the plate-like refractory materials 11A to 11D are tightly adhered to each other without any gap, and the upper and lower ends of the gap space 85 can be reliably blocked in the vertical direction.
【0040】更に、隙間空間85は、板状耐火材11A〜11
Dの上下方向下端部と重なり合う位置にも耐火材12が挟
装されて上下に遮断されているため、火災発生時に各建
物ユニット80A〜80Dの床材と下階の建物ユニットの天
井材との間に炎が浸入しても当該隙間空間85内には炎が
浸入することがない。Further, the clearance space 85 is formed by the plate-shaped refractory materials 11A to 11A.
Since the refractory material 12 is also sandwiched between the upper and lower ends of D in the vertical direction and is cut off in the vertical direction, the floor material of each building unit 80A to 80D and the ceiling material of the building units on the lower floors are separated when a fire occurs. Even if the flame enters in the meantime, the flame does not enter the gap space 85.
【0041】また、第1軟質耐火材12A及び第2軟質耐
火材12Bは、各柱82間から圧入した後に柱82の側面に沿
って上方あるいは下方に摺動移動させることにより所定
位置に配置されるため、建設現場における作業を簡略化
できる。Further, the first soft refractory material 12A and the second soft refractory material 12B are arranged at predetermined positions by press-fitting between the columns 82 and then slidingly moving upward or downward along the side surfaces of the columns 82. Therefore, the work at the construction site can be simplified.
【0042】特に、第1軟質耐火材12A及び第2軟質耐
火材12Bの配置作業は、上部梁83の下方及び図示しない
下部梁の上方において行うため、作業を一層容易に行う
ことができる。In particular, since the work of arranging the first soft refractory material 12A and the second soft refractory material 12B is performed below the upper beam 83 and above the lower beam (not shown), the work can be performed more easily.
【0043】そして、第1軟質耐火材12A及び第2軟質
耐火材12Bは、各柱82間に圧入状態となっているため、
下方にずり下がることはない。また、各柱82の側面には
爪部14が設けられているため、第1軟質耐火材12A及び
第2軟質耐火材12Bは一層下方にずり下がることはな
い。従って、第1軟質耐火材12A及び第2軟質耐火材12
Bは、板状耐火材11A〜11Dの上下方向端部と重なり合
う位置に常に保持され、ユニット式建物の耐火性能を長
期間維持できる。Since the first soft refractory material 12A and the second soft refractory material 12B are press-fitted between the columns 82,
It does not slide down. Further, since the claw portion 14 is provided on the side surface of each pillar 82, the first soft refractory material 12A and the second soft refractory material 12B do not slide down further. Therefore, the first soft refractory material 12A and the second soft refractory material 12A
B is always held in a position where it overlaps with the vertical end portions of the plate-like refractory materials 11A to 11D, and the fire resistance performance of the unit-type building can be maintained for a long time.
【0044】図4及び図5には、本発明に係る第2実施
例の耐火構造20が示されている。本実施例において、既
に第1実施例において説明した部材等については、図1
〜図3の符号と同一符号を付し、その説明を簡略、また
は省略する。FIGS. 4 and 5 show a fire resistant structure 20 of a second embodiment according to the present invention. In this embodiment, the members and the like already described in the first embodiment will be described with reference to FIG.
~ The same reference numerals as those in Fig. 3 are given, and the description thereof will be simplified or omitted.
【0045】本実施例の耐火構造20では、建物ユニット
80A〜80Dの内、建設現場で配列された際に互いに対角
線上に配置される建物ユニット80B,80Dには、各々の
柱82に予め耐火材12である第3軟質耐火材12Cが付設さ
れている。第3軟質耐火材12Cは、図5に示すように、
その自然厚み寸法L1が各柱82間の隙間寸法L2よりも若干
大きく設定されており、建物ユニット80A,80Cの各柱
82と対面する二側面に跨がって第3軟質耐火材12Cが平
面略L字状に付設されている。これらのような第3軟質
耐火材12Cは、その長手方向両端面が柱82の側面と略面
一になるようにされている。In the fireproof structure 20 of this embodiment, the building unit
Of the 80A to 80D, the building units 80B and 80D, which are arranged diagonally to each other when arranged at the construction site, are provided with the third soft refractory material 12C, which is the refractory material 12, in advance on each pillar 82. There is. The third soft refractory material 12C, as shown in FIG.
The natural thickness dimension L1 is set to be slightly larger than the gap dimension L2 between the columns 82, and each column of the building units 80A, 80C
A third soft refractory material 12C is attached in a substantially L-shape on a plane across two side surfaces facing 82. The third soft refractory material 12C as described above is configured such that both longitudinal end surfaces thereof are substantially flush with the side surfaces of the column 82.
【0046】図4に戻って、第3軟質耐火材12Cは、板
状耐火材11A〜11Dの上下方向上端部及び下端部と重な
り合う位置の柱82の側面に鋼材用釘や耐火接着剤等の適
宜な手段で付設されている。Returning to FIG. 4, the third soft refractory material 12C is made of steel nails, a fire-resistant adhesive, or the like on the side surface of the pillar 82 at a position overlapping the upper and lower ends of the plate-like refractory materials 11A to 11D in the vertical direction. It is attached by appropriate means.
【0047】以上のような本実施例では、予め建物ユニ
ット80B,80Dの各柱82に第3軟質耐火材12Cを各々付
設しておき(図5(A) の状態)、建設現場において建物
ユニット80A,80Cとともに水平方向に所定間隔をおい
て配列させ、かつ相互接続させる(図5(B) の状態)。
この際、第3軟質耐火材12Cは、互いに隣接する各柱82
により圧縮変形して各柱82の側面に密着し、かつその角
部を対角線上に配置される他の第3軟質耐火材12Cの角
部と相互密着する。In this embodiment as described above, the third soft refractory material 12C is attached to each pillar 82 of the building units 80B and 80D in advance (state of FIG. 5 (A)), and the building unit at the construction site. 80A and 80C are arranged in the horizontal direction at a predetermined interval and are interconnected (state of FIG. 5 (B)).
At this time, the third soft refractory material 12C is formed by the columns 82 adjacent to each other.
Then, it is compressed and deformed so as to be in close contact with the side surface of each column 82, and the corners thereof are in close contact with the corners of the other third soft refractory material 12C arranged diagonally.
【0048】そして、板状耐火材11A〜11Dを各柱82の
側面に付設することにより、前記第3軟質耐火材12Cの
長手方向両端面を圧縮変形させ、当該板状耐火材11A〜
11Dの裏面に密着させることにより隙間空間85の上下方
向上端部及び下端部を上下に遮断させ、作業を終了す
る。By attaching the plate-like refractory materials 11A to 11D to the side surfaces of the columns 82, both longitudinal end faces of the third soft refractory material 12C are compressed and deformed, and the plate-like refractory materials 11A to 11D.
By closely contacting the back surface of 11D, the upper and lower ends of the gap space 85 in the vertical direction are vertically blocked, and the work is completed.
【0049】なお、互いに隣接する各柱82は、第1実施
例と同様に各々の上端面にわたって掛け渡される金属製
で略平板状の接続部材(図示せず)により連結され、こ
れにより各屋根ユニット80A〜80Dが相互接続される。The pillars 82 adjacent to each other are connected by a metal-made substantially flat plate-like connecting member (not shown) which is laid over the respective upper end surfaces in the same manner as in the first embodiment. Units 80A-80D are interconnected.
【0050】以上のような本実施例によれば、隙間空間
85は、前記第1実施例と同様に板状耐火材11A〜11Dの
上下方向端部と重なり合う位置に耐火材12である第3軟
質耐火材12Cが挟装されているため、ユニット式建物の
耐火性を確実にできる。According to the present embodiment as described above, the gap space
85 is the unit type building because the third soft refractory material 12C, which is the refractory material 12, is sandwiched at a position where it overlaps with the vertical end portions of the plate-like refractory materials 11A to 11D as in the first embodiment. Can ensure fire resistance.
【0051】また、本実施例においては、第3軟質耐火
材12Cが予め建物ユニット80B,80Dに付設されている
ため、建設現場において前記第1実施例のような耐火材
12の配置作業が不要となり、現場作業を簡略化できる。Further, in this embodiment, since the third soft refractory material 12C is previously attached to the building units 80B and 80D, the refractory material as in the first embodiment at the construction site.
The work of arranging 12 is unnecessary, and the site work can be simplified.
【0052】更に、本実施例では、建物ユニット80A〜
80Dの各柱82に爪部14を固設しておく必要がないため、
フレーム81を工場で生産する際の作業を第1実施例で示
したフレーム比較して簡略化でき、生産コストを低減で
きる。Further, in this embodiment, the building units 80A-
Since it is not necessary to fix the claw portion 14 to each pillar 82 of 80D,
The work for producing the frame 81 in the factory can be simplified as compared with the frame shown in the first embodiment, and the production cost can be reduced.
【0053】そして、第3軟質耐火材12Cは、建設現場
で配列される建物ユニット80A〜80Dの内、互いに対角
線上に配列される建物ユニット80B,80Dに一対付設し
ておけばよいため、耐火材12の必要数が第1実施例に比
較して少数化でき、部品コストを低減できる。Since the third soft refractory material 12C may be attached to a pair of building units 80B and 80D, which are arranged diagonally with respect to each other among the building units 80A to 80D arranged at the construction site, fire resistance The required number of materials 12 can be reduced as compared with the first embodiment, and the cost of parts can be reduced.
【0054】図6及び図7には、本発明に係る第3実施
例の耐火構造30が示されている。本実施例において、既
に第1実施例あるいは第2実施例において説明した部材
等については、図1〜図5の符号と同一符号を付し、そ
の説明を簡略、または省略する。FIGS. 6 and 7 show a fire resistant structure 30 according to a third embodiment of the present invention. In the present embodiment, the members and the like already described in the first or second embodiment are designated by the same reference numerals as those in FIGS. 1 to 5, and the description thereof will be simplified or omitted.
【0055】本実施例の耐火構造30は、隙間空間85の板
状耐火材11A〜11Dの上下方向端部と重なり合う位置に
当該隙間空間85の平面形状の遮断部材31が水平配置され
ているとともに、この遮断部材31の上には耐火材充填材
32が充填されている。In the fireproof structure 30 of this embodiment, a planar blocking member 31 of the clearance space 85 is horizontally arranged at a position overlapping with the vertical end portions of the plate-shaped refractory materials 11A to 11D of the clearance space 85. , Above this blocking member 31 is a refractory filler
32 filled.
【0056】遮断部材31は、隙間空間85の平面形状に対
応して各柱82間に延びる四本の腕部33を有する平面略十
字形状とされている。そして、この遮断部材31は、各腕
部33が板状耐火材11A〜11Dの上下方向上端部と重なり
合う位置において、各柱82の側面に固設された爪部14に
より水平配置されている。The blocking member 31 is formed in a substantially cross shape in a plane having four arm portions 33 extending between the columns 82 corresponding to the plane shape of the clearance space 85. The blocking member 31 is horizontally arranged by the claw portions 14 fixed to the side surfaces of the columns 82 at the positions where the arm portions 33 overlap the upper end portions of the plate-shaped refractory materials 11A to 11D in the vertical direction.
【0057】腕部33は、各柱82の側面(フレーム81の内
側に向く側面)にまで延びる長さを有し、その先端には
柱82の軸方向に延びる立ち上がり部34が連結されてい
る。立ち上がり部34は、遮断部材31が水平配置された際
にその先端がフレーム81の上面と略面一になる高さ寸法
を有している。The arm portion 33 has a length extending to the side surface of each pillar 82 (side surface facing the inside of the frame 81), and the rising portion 34 extending in the axial direction of the pillar 82 is connected to the tip thereof. . The rising portion 34 has a height dimension such that the tip end thereof is substantially flush with the upper surface of the frame 81 when the blocking member 31 is horizontally arranged.
【0058】このような遮断部材31は、板状耐火材11A
〜11Dの上下方向下端部と重なり合う位置にも爪部14に
より水平配置され、かつ当該遮断部材31の上には耐火充
填材32が湿式作業により充填されている。Such a blocking member 31 is made of the plate-shaped refractory material 11A.
11D is also horizontally arranged by the claw portion 14 at a position where it overlaps with the lower end portion in the up-down direction, and the refractory filling material 32 is filled on the blocking member 31 by a wet operation.
【0059】以上のような本実施例においては、建設現
場において各建物ユニット80A〜80Dを水平方向に所定
間隔をおいて配列させ、各柱82間に遮断部材31を挿入
し、かつ爪部14により水平配置させる。In this embodiment as described above, the building units 80A to 80D are arranged horizontally at a predetermined interval at the construction site, the blocking member 31 is inserted between the columns 82, and the claw portion 14 is provided. To place it horizontally.
【0060】次に、隙間空間85の上下方向上端部に水平
配置した遮断部材31の上には各柱82の上端部から耐火充
填材32を充填させ、隙間空間85の上下方向下端部に水平
配置した遮断部材31の上には各柱82間から耐火充填材32
を充填させる。そして、各建物ユニット80A〜80Dを相
互接続させるとともに、各柱82に板状耐火材11A〜11D
を付設させ、作業を終了する。Next, the refractory filler 32 is filled from the upper end of each column 82 onto the blocking member 31 which is horizontally arranged at the upper end in the vertical direction of the interstitial space 85, and the lower end of the interstitial space 85 in the vertical direction is leveled. The refractory filler 32 is placed between the pillars 82 on the placed blocking member 31.
To be filled. Then, the building units 80A to 80D are connected to each other, and the plate-shaped refractory materials 11A to 11D are attached to the columns 82, respectively.
Is attached and the work is completed.
【0061】なお、互いに隣接する各柱82は、第1実施
例及び第2実施例と同様に各々の上端面にわたって掛け
渡される金属製で略平板状の接続部材(図示せず)によ
り連結され、これにより各屋根ユニット80A〜80Dが相
互接続される。The columns 82 adjacent to each other are connected by a metal-made substantially flat plate-like connecting member (not shown) which is bridged over the respective upper end surfaces as in the first and second embodiments. , Thereby interconnecting each roof unit 80A-80D.
【0062】以上のような本実施例によれば、板状耐火
材11A〜11Dの上下方向端部と重なり合う位置に遮断部
材31が水平配置されているとともに、この遮断部材31の
上には耐火材充填材32が充填されているため、隙間空間
85の上下方向端部を上下に遮断できる。従って、前述し
た第1実施例及び第2実施例と略同様な効果が得られ
る。According to the present embodiment as described above, the blocking member 31 is horizontally arranged at a position where it overlaps with the vertical end portions of the plate-shaped refractory materials 11A to 11D, and the fire-resistant member is placed on the blocking member 31. Since the material filler 32 is filled, it is a gap space.
The vertical end of 85 can be blocked up and down. Therefore, substantially the same effects as those of the first and second embodiments described above can be obtained.
【0063】また、本実施例においては、遮断部材31の
上に湿式作業により耐火充填材32が充填されている。従
って、耐火充填材32は、各柱82の側面に強固に密着し、
前述した第1実施例及び第2実施例に比較して隙間空間
85内に浸入した炎が上方に延焼するのを確実に防止でき
る。Further, in this embodiment, the refractory filler 32 is filled on the blocking member 31 by a wet operation. Therefore, the refractory filler 32 firmly adheres to the side surface of each column 82,
In comparison with the first and second embodiments described above, the gap space
It is possible to reliably prevent the flame that has penetrated into 85 from spreading upward.
【0064】更に、遮断部材31は、各腕部33の先端に立
ち上がり部34が連結されているため、当該遮断部材31の
上に充填された耐火充填材32が流出することがなく、充
填作業を容易に行うことができる。Further, since the blocking member 31 has the rising portion 34 connected to the tip of each arm 33, the refractory filler 32 filled on the blocking member 31 does not flow out, and the filling work is performed. Can be done easily.
【0065】また、遮断部材31は、爪部14により水平配
置されているため、当該遮断部材31を建設現場において
溶接等により柱82に固設させる煩雑作業が必要なく、現
場作業を簡略化できる。Further, since the blocking member 31 is horizontally arranged by the claw portion 14, there is no need for complicated work for fixing the blocking member 31 to the pillar 82 by welding or the like at the construction site, and the site work can be simplified. .
【0066】なお、本発明は前述の各実施例に限定され
るものではなく、本発明を達成できる範囲での改良,変
形等は本発明に含まれるものである。It should be noted that the present invention is not limited to the above-described embodiments, but improvements, modifications and the like within the scope of achieving the present invention are included in the present invention.
【0067】例えば、第1実施例における耐火材12は、
各柱82間から(すなわち四方向から)四つの軟質耐火材
を圧入させることにより隙間空間85に挟装させてもよ
い。これによれば、各軟質耐火材は各々の外形寸法が同
じでよいため、単一生産が可能となり部品コストを一層
低減できる。For example, the refractory material 12 in the first embodiment is
The four soft refractory materials may be press-fitted from between the columns 82 (that is, from four directions) to be sandwiched in the gap space 85. According to this, since each soft refractory material may have the same outer dimensions, it is possible to perform a single production and further reduce the component cost.
【0068】また、各柱82の側面に固設されていた爪部
14は、本発明には必要ではなく、適宜省略してもよい。
そして、これらの爪部14の代わりに、第1軟質耐火材12
A及び第2軟質耐火材12Bの左右側面に遅乾性の耐火接
着剤を塗布しておいてもよい。Further, the claw portion fixedly provided on the side surface of each pillar 82
14 is not necessary for the present invention and may be omitted as appropriate.
Then, instead of these claw portions 14, the first soft refractory material 12
A slow-drying fire-resistant adhesive may be applied to the left and right side surfaces of A and the second soft fire-resistant material 12B.
【0069】更に、第2実施例における第3軟質耐火材
12Cは、建物ユニット80B,80Dの柱82に付設されてい
たが、各建物ユニット80A〜80Dの柱82に付設しておい
てもよい。これによれば、各第3軟質耐火材12Cは、そ
の自然厚み寸法が半分でよいため耐火材12の部品コスト
を低減できる。しかし、隙間空間85を上下に遮断するた
めに必要な第3軟質耐火材12Cの数が倍加するため、ユ
ニット式建物の構成部品が多数化するという問題があ
る。Further, the third soft refractory material in the second embodiment.
Although 12C is attached to the pillar 82 of the building units 80B and 80D, it may be attached to the pillar 82 of each of the building units 80A to 80D. According to this, since the natural thickness dimension of each third soft refractory material 12C may be half, the cost of parts of the refractory material 12 can be reduced. However, since the number of the third soft refractory materials 12C required for vertically blocking the gap space 85 is doubled, there is a problem that the number of components of the unit type building increases.
【0070】また、第3実施例における遮断部材31は、
各腕部33の先端に立ち上がり部34が連結されていたが、
これらの立ち上がり部34は本発明には必要ではなく、適
宜省略してもよい。しかし、本実施例のような構成にす
れば、耐火充填材32の充填作業時に遮断部材31外に耐火
充填材32が流出する等の不都合が生じることがなく、作
業を容易に行うことができる。The blocking member 31 in the third embodiment is
The rising portion 34 was connected to the tip of each arm 33,
These rising portions 34 are not necessary for the present invention and may be omitted as appropriate. However, according to the configuration of the present embodiment, the work can be easily performed without inconvenience such as the flow of the refractory filler 32 out of the blocking member 31 during the filling work of the refractory filler 32. .
【0071】更に、各柱82の側面は、耐火充填材32が密
着する部分を梨地仕上げとしておいたり、あるいは表面
凹凸形状にしておき、耐火充填材32の密着度を向上させ
るようにしてもよい。Further, on the side surface of each pillar 82, the portion to which the refractory filling material 32 adheres may be finished with a satin finish, or the surface may be made uneven to improve the adhesion of the refractory filling material 32. .
【0072】そして、前述した各実施例では、耐火材12
あるいは遮断部材31が板状耐火材11A〜11Dの上下方向
両端部と重なり合う位置に挟装あるいは水平配置されて
いたが、耐火材12あるいは遮断部材31は板状耐火材11A
〜11Dの上下方向の一方の端部に重なり合う位置に挟装
あるいは水平配置しておいてもよい。しかし、前述した
各実施例のようにすれば、隙間空間85内に浸入した炎が
隙間空間85外に延焼することを防止でき、ユニット式建
物の耐火性を確実なものにできる。In each of the embodiments described above, the refractory material 12
Alternatively, the blocking member 31 is sandwiched or horizontally arranged at a position overlapping the both ends of the plate-shaped refractory materials 11A to 11D in the vertical direction, but the refractory material 12 or the blocking member 31 is the plate-shaped refractory material 11A.
It may be sandwiched or horizontally arranged at a position overlapping with one end portion in the vertical direction of 11D. However, according to each of the above-described embodiments, it is possible to prevent the flame that has entered the clearance space 85 from spreading to the outside of the clearance space 85, and to ensure the fire resistance of the unit-type building.
【0073】また、前述した各実施例では、各建物ユニ
ットは複数階建てのユニット式建物を構成するものとさ
れていたが、本発明は平屋建てのユニット式建物等にも
適用して、火災時に炎が屋根裏空間に延焼するのも防止
できる。Further, in each of the above-mentioned embodiments, each building unit is supposed to constitute a multi-story unit type building, but the present invention is also applied to a one-story unit type building, etc. Sometimes flames can be prevented from spreading to the attic space.
【0074】[0074]
【発明の効果】前述のような本発明によれば、確実な耐
火性が得られるユニット式建物の耐火構造を提供でき
る。As described above, according to the present invention, it is possible to provide a fireproof structure for a unit type building which can obtain reliable fireproofness.
【図1】本発明の第1実施例を示す平面図である。FIG. 1 is a plan view showing a first embodiment of the present invention.
【図2】図1のII−II線部分を示す断面図である。FIG. 2 is a cross-sectional view showing a II-II line portion of FIG.
【図3】図1のIII −III 線部分を示す断面図である。3 is a cross-sectional view showing a portion taken along line III-III in FIG.
【図4】本発明の第2実施例を示す全体斜視図である。FIG. 4 is an overall perspective view showing a second embodiment of the present invention.
【図5】第2実施例の作用を示す平面図である。FIG. 5 is a plan view showing the operation of the second embodiment.
【図6】本発明の第3実施例を示す平面図である。FIG. 6 is a plan view showing a third embodiment of the present invention.
【図7】図6のVII −VII 線部分を示す断面図である。7 is a cross-sectional view showing a portion taken along line VII-VII in FIG.
【図8】建物ユニットを示す全体斜視図である。FIG. 8 is an overall perspective view showing a building unit.
10,20,30 ユニット式建物の耐火構造 11 板状耐火材 12 耐火材である軟質耐火材 80 建物ユニット 85 隙間空間 10, 20, 30 Fireproof structure of unit type building 11 Plate fireproof material 12 Soft fireproof material which is fireproof material 80 Building unit 85 Void space
Claims (2)
隙間空間を介して水平方向に隣接する複数の建物ユニッ
トの柱には当該各柱を一括被覆する板状耐火材が付設さ
れ、前記隙間空間には前記板状耐火材の上下方向端部と
重なり合う位置に耐火材が挟装されていることを特徴と
するユニット式建物の耐火構造。1. A pillar-shaped refractory material for collectively covering the pillars is attached to the pillars of a plurality of building units that are horizontally adjacent to each other through a predetermined clearance space to form a unit-type building. A refractory structure for a unit-type building, wherein a refractory material is sandwiched in a space so as to overlap the vertical end portions of the plate-like refractory material.
隙間空間を介して水平方向に隣接する複数の建物ユニッ
トの柱には当該各柱を一括被覆する板状耐火材が付設さ
れ、前記隙間空間には前記板状耐火材の上下方向端部と
重なり合う位置に当該隙間空間の平面形状の遮断部材が
水平配置されているとともに、前記遮断部材の上には耐
火材充填材が充填されていることを特徴とするユニット
式建物の耐火構造。2. A pillar-shaped refractory material for collectively covering the pillars of a plurality of building units horizontally adjacent to each other through a predetermined clearance space to form a unit-type building is attached to the pillar, and the clearance is provided. In the space, a plane-shaped blocking member of the gap space is horizontally arranged at a position overlapping the vertical end of the plate-shaped refractory material, and a refractory material filler is filled on the blocking member. The fire resistant structure of a unit-type building characterized by that.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4274279A JP2633152B2 (en) | 1992-10-13 | 1992-10-13 | Fireproof structure of unit building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4274279A JP2633152B2 (en) | 1992-10-13 | 1992-10-13 | Fireproof structure of unit building |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH06123136A true JPH06123136A (en) | 1994-05-06 |
JP2633152B2 JP2633152B2 (en) | 1997-07-23 |
Family
ID=17539446
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Application Number | Title | Priority Date | Filing Date |
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JP4274279A Expired - Fee Related JP2633152B2 (en) | 1992-10-13 | 1992-10-13 | Fireproof structure of unit building |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105971190A (en) * | 2016-05-23 | 2016-09-28 | 杨传祥 | Building structural plate |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63165627A (en) * | 1986-12-25 | 1988-07-08 | 積水化学工業株式会社 | Refractory structure of pillar in unit building |
JPS63165631A (en) * | 1986-12-26 | 1988-07-08 | 積水化学工業株式会社 | Refractory structure of pillar in unit building |
-
1992
- 1992-10-13 JP JP4274279A patent/JP2633152B2/en not_active Expired - Fee Related
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63165627A (en) * | 1986-12-25 | 1988-07-08 | 積水化学工業株式会社 | Refractory structure of pillar in unit building |
JPS63165631A (en) * | 1986-12-26 | 1988-07-08 | 積水化学工業株式会社 | Refractory structure of pillar in unit building |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105971190A (en) * | 2016-05-23 | 2016-09-28 | 杨传祥 | Building structural plate |
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JP2633152B2 (en) | 1997-07-23 |
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