JP3190262B2 - Fireproof construction method for unit building - Google Patents

Fireproof construction method for unit building

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Publication number
JP3190262B2
JP3190262B2 JP20485596A JP20485596A JP3190262B2 JP 3190262 B2 JP3190262 B2 JP 3190262B2 JP 20485596 A JP20485596 A JP 20485596A JP 20485596 A JP20485596 A JP 20485596A JP 3190262 B2 JP3190262 B2 JP 3190262B2
Authority
JP
Japan
Prior art keywords
unit
joining
building
bracket
fireproof
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP20485596A
Other languages
Japanese (ja)
Other versions
JPH08338086A (en
Inventor
康仁 植田
聡 稲垣
道秀 増井
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 JP20485596A priority Critical patent/JP3190262B2/en
Publication of JPH08338086A publication Critical patent/JPH08338086A/en
Application granted granted Critical
Publication of JP3190262B2 publication Critical patent/JP3190262B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、ユニット式建物の
骨組みを耐火被覆するための耐火施工方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fireproof construction method for fireproofing a frame of a unit building.

【0002】[0002]

【背景技術】複数の建物ユニットを組み合わせることに
より建てられるユニット式建物が一定高さを越える場合
や共同住宅等の用途に供される場合には、法律上、ユニ
ット式建物の骨組みを耐火被覆材で被覆し、耐火構造と
しなければならない。ユニット式建物の骨組みを耐火被
覆材で被覆する従来の構造は、例えば特公昭51−14
806号、特開昭64−39447号に示されている。
これらの従来の耐火構造では、耐火被覆材はケイカル
(珪酸カルシウム)板等の硬質面材からなり、この硬質
面材製の耐火被覆材をユニット式建物の骨組みである
梁、柱等の外面に取り付けていた。
BACKGROUND ART When a unit-type building constructed by combining a plurality of building units exceeds a certain height or is used for an apartment, etc., the framework of the unit-type building is legally required to be a fireproof covering material. And must be fire-resistant. A conventional structure in which a frame of a unit-type building is covered with a fire-resistant coating material is disclosed in, for example, Japanese Patent Publication No. Sho 51-14.
806 and JP-A-64-39447.
In these conventional fire-resistant structures, the fire-resistant coating is made of a hard surface material such as a silica (calcium silicate) plate, and the fire-resistant coating made of the hard surface material is applied to the outer surfaces of beams, columns, etc., which are the framework of the unit-type building. I was attached.

【0003】[0003]

【発明が解決しようとする課題】ユニット式建物の梁に
は、例えば天井材を取り付けるための小梁や床材を取り
付けるための根太、更には補強用のブレース等の接合部
材が梁と角度をなして接合されている。この梁を耐火構
造とすべく梁に耐火被覆材を被覆する場合には、梁に接
合された接合部材の接合端部の箇所において隙間が生じ
ないように耐火被覆材を梁に被覆しなければならない
が、耐火被覆材として従来のケイカル板等の硬質面材を
使用した場合には、接合部材の接合端部の寸法と正確に
一致した形状、大きさに硬質面材を切断形成してこれを
梁に取り付けたり、小片として分割形成された複数の硬
質面材を梁に取り付けたりしなければならず、耐火被覆
材の被覆作業に多くの手間と時間がかかることになる。
In the beam of the unit building, a connecting member such as a small beam for attaching a ceiling material, a joist for attaching a floor material, and a brace for reinforcement, for example, is formed at an angle with the beam. Somehow joined. If the beam is coated with a fire-resistant coating to make it a fire-resistant structure, the beam must be coated with a fire-resistant coating so that no gap is created at the joint end of the joining member joined to the beam. However, when a conventional hard face material such as a scalp board is used as the refractory coating material, the hard face material is cut and formed into a shape and size that exactly match the dimensions of the joining end of the joining member. Must be attached to the beam, or a plurality of hard face materials divided and formed as small pieces must be attached to the beam, and the work of coating the refractory coating material requires much labor and time.

【0004】本発明の目的は、接合部材が角度をなして
接合されているユニット式建物の骨組みに耐火被覆材を
被覆する作業を容易に行なえるようになり、この作業の
簡単化を達成できるユニット式建物の耐火施工方法を提
供するところにある。
SUMMARY OF THE INVENTION An object of the present invention is to facilitate the operation of coating a frame of a unit building to which a joining member is joined at an angle with a fire-resistant coating material, thereby achieving a simplification of the operation. An object of the present invention is to provide a fireproof construction method for a unit building.

【0005】[0005]

【課題を解決するための手段】本発明は、ユニット式建
物の骨組みに、この骨組みと角度をなして接合される接
合部材の接合端部を囲繞して耐火被覆材を被覆するユニ
ット式建物の耐火施工方法であって、柔軟性を有する耐
火被覆材に前記接合端部に対応した配置で前記耐火被覆
材を貫通しかつ前記接合端部より小さな切欠部を形成し
ておき、この切欠部に前記接合部材の接合端部を貫通さ
せるとともに、前記耐火被覆材を前記骨組みに沿って張
ることを特徴とする。
SUMMARY OF THE INVENTION The present invention is directed to a unit building having a skeleton of a unit building which is covered with a fireproof covering material around a joint end of a joining member joined at an angle to the skeleton. A fireproof construction method, in which a notch that penetrates the fireproof covering material in a flexible fireproof covering material in an arrangement corresponding to the joint end and is smaller than the joint end is formed in this notch. The present invention is characterized in that the joint end of the joint member is penetrated, and the refractory coating material is stretched along the framework.

【0006】前記接合端部は接合部材を受けるブラケッ
トであり、予めこのブラケットを前記骨組みに取り付け
ておき、前記切欠部にブラケットを通すとともに前記耐
火被覆材を前記骨組みに張り、この後でブラケットに前
記接合部材を接合することができる。前記接合端部は接
合部材の端部であり、前記切欠部に接合部材の端部を通
し、次に前記接合部材の端部を前記骨組みに接合し、続
いて前記耐火被覆材を前記骨組みに張るようにしてもよ
い。
The joining end is a bracket for receiving a joining member. The bracket is attached to the skeleton in advance, the bracket is passed through the notch, and the refractory coating material is attached to the skeleton. The joining member can be joined. The joining end is an end of the joining member, the end of the joining member is passed through the notch, and then the end of the joining member is joined to the skeleton, and then the refractory coating material is attached to the skeleton. It may be stretched.

【0007】以上において、柔軟性を有する耐火被覆材
は、例えばロックウール、セラミックファイバ等によっ
て構成されている。また、ユニット式建物の骨組みと
は、このユニット式建物を構成している建物ユニットの
例えば梁、柱等である。
[0007] In the above, the flexible fire-resistant coating material is made of, for example, rock wool, ceramic fiber or the like. Further, the framework of the unit-type building is, for example, a beam, a pillar, or the like of the building unit constituting the unit-type building.

【0008】さらに、接合部材は、天井材を取り付ける
ための小梁、床材を取り付けるための根太、補強用のブ
レース、更には、建物ユニットにシャッターケース等を
取り付けるための取付金物等であり、この接合部材の接
合端部とは、接合部材自身の端部でもよく、或いは、接
合部材を骨組みに接合するために接合部材の端部に取り
付けられているブラケット等でもよい。また、耐火被覆
材に形成する切欠部は、例えば切れ目でもよく、或い
は、開口部でもよく、要するに、接合部材の接合端部を
挿入できるとともに、この接合端部を柔軟性を有する耐
火被覆材の弾力締め付け作用で隙間なく囲繞できるもの
であればよい。
Further, the joining member is a small beam for attaching a ceiling material, a joist for attaching a floor material, a brace for reinforcement, and a mounting hardware for attaching a shutter case or the like to a building unit. The joining end of the joining member may be the end of the joining member itself, or may be a bracket or the like attached to the end of the joining member to join the joining member to the framework. The notch formed in the refractory coating material may be, for example, a cut or an opening. In short, the joining end of the joining member can be inserted, and the joining end is formed of a flexible refractory covering. Any material can be used as long as it can be surrounded without any gap by the elastic fastening action.

【0009】このような本発明においては、ユニット式
建物の骨組みに接合部材の接合端部を囲繞しながら耐火
被覆材を被覆する作業は、耐火被覆材に形成された切欠
部に接合部材の接合端部を挿入してこの耐火被覆材を骨
組みに被覆すればよく、被覆作業を容易に行なえる。ま
た、耐火被覆材は柔軟性を有するため、切欠部に接合部
材の接合端部を挿入すると、耐火被覆材の弾力締め付け
作用によって接合部材の接合端部は隙間なく囲繞される
ことになる。
In the present invention, the work of covering the frame of the unit building with the refractory covering material while surrounding the joining end of the joining member is performed by joining the joining member to the notch formed in the refractory covering material. It is only necessary to insert the end portion to cover the skeleton with the refractory covering material, and the covering operation can be easily performed. Further, since the refractory coating material has flexibility, when the joining end portion of the joining member is inserted into the cutout portion, the joining end portion of the joining member is surrounded without any gap by the elastic fastening action of the refractory covering material.

【0010】[0010]

【発明の実施の形態】以下に本発明の一実施形態を添付
図面に基づいて説明する。図1は、ユニット式建物の構
成要素である建物ユニットAの骨組みを示す。この骨組
みは、四隅の4本の柱1〜4と、柱1〜4の上端間を結
合する4本の上梁5〜8と、柱1〜4の下端間を結合す
る4本の下梁9〜12とにより構成され、柱1〜4は金
属製の角筒材からなり、上梁5〜8及び下梁9〜12は
金属製のチャンネル材からなる。相対向する2本の上梁
5,7の間には、複数の小梁13が架け渡される。建物
ユニットAの骨組みは工場で組み立てられ、また、工場
では、小梁13の下面に天井材を取り付ける作業、及び
建物ユニットAに外壁材等の設備、造作材を取り付ける
作業等が行なわれる。
An embodiment of the present invention will be described below with reference to the accompanying drawings. FIG. 1 shows a skeleton of a building unit A which is a component of a unit-type building. This skeleton is composed of four pillars 1-4 at four corners, four upper beams 5-8 connecting the upper ends of the columns 1-4, and four lower beams connecting the lower ends of the columns 1-4. The pillars 1 to 4 are made of a metal square tube material, and the upper beams 5 to 8 and the lower beams 9 to 12 are made of a metal channel material. A plurality of small beams 13 are bridged between the two opposing upper beams 5 and 7. The frame of the building unit A is assembled in a factory, and in the factory, a work of attaching a ceiling material to the lower surface of the small beam 13 and a work of attaching facilities such as an outer wall material and a construction material to the building unit A are performed.

【0011】このように工場で生産された建物ユニット
Aが建設現場で複数組み合わされることによりユニット
式建物が建てられ、建物ユニットAの骨組みである柱1
〜4、上梁5〜8、下梁9〜12は、ユニット式建物の
骨組みとなる。また、小梁13は、上梁5,7に端部が
90度をなして接合された接合部材となる。
A unit building is constructed by combining a plurality of building units A produced in a factory at a construction site as described above, and the pillar 1 which is a framework of the building unit A is constructed.
4, upper beams 5 to 8, and lower beams 9 to 12 form the framework of the unit-type building. Further, the small beam 13 is a joining member in which the ends are joined to the upper beams 5 and 7 at an angle of 90 degrees.

【0012】図2は、小梁13の一方の端部が接合され
る上梁7側の具体的構造を示す分解斜視図であり、上梁
5側も同様な構造となっている。上梁7の開口部側には
当て部材14が取り付けられ、この当て部材14によっ
て上梁7の内側面7Aが形成されている。この内側面7
Aには板状の金属材料からなる複数のブラケット15が
等ピッチ、即ち小梁13と同じ間隔で接合され、それぞ
れのブラケット15に小梁13が結合されるようになっ
ている。上梁7と小梁13との間には柔軟性を有する耐
火被覆材16が設けられ、この耐火被覆材16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よりなる。
FIG. 2 is an exploded perspective view showing the specific structure of the upper beam 7 to which one end of the small beam 13 is joined, and the upper beam 5 has the same structure. A contact member 14 is attached to the opening side of the upper beam 7, and the contact member 14 forms an inner side surface 7A of the upper beam 7. This inside surface 7
At A, a plurality of brackets 15 made of a plate-like metal material are joined at equal pitches, that is, at the same interval as the small beams 13, and the small beams 13 are connected to the respective brackets 15. A flexible refractory coating 16 is provided between the upper beam 7 and the small beam 13, and the refractory coating 16 is made of, for example, Flex Guard (trade name, manufactured by Nichias Corporation). It is made of a composite material in which wool, ceramic fiber, nonwoven fabric, and turtle net are laminated.

【0013】耐火被覆材16には、切欠部である上下方
向の切れ目17が上梁7の長手方向に複数形成され、こ
れらの切れ目17は耐火被覆材16を貫通している。そ
れぞれの切れ目17の上下寸法はブラケット15の最大
上下寸法と同じかこれよりも小さく、切れ目17にブラ
ケット15を挿入して耐火被覆材16を上梁7に巻き付
けることができるようになっている。
A plurality of cuts 17 in the vertical direction, which are notches, are formed in the refractory coating 16 in the longitudinal direction of the upper beam 7, and these cuts penetrate the refractory coating 16. The vertical dimension of each cut 17 is equal to or smaller than the maximum vertical dimension of the bracket 15, so that the bracket 15 can be inserted into the cut 17 and the refractory coating 16 can be wound around the upper beam 7.

【0014】なお、建物ユニットは長さが異なるものが
複数種類生産され、これらの建物ユニットでは小梁の間
隔が異なるため、耐火被覆材16に切れ目17をこれら
の建物ユニットの小梁の各間隔と対応させて多数形成
し、これらの切れ目17のうち、その建物ユニットの小
梁の位置と一致する切れ目17にブラケット15を挿入
することにより、同じ耐火被覆材16を各建物ユニット
に共通して使用できるようにしてもよい。
Since a plurality of types of building units having different lengths are produced, and in these building units, the intervals of the small beams are different, a cut 17 is formed in the refractory coating material 16 and each interval of the small beams of these building units is used. The brackets 15 are inserted into the cuts 17 corresponding to the positions of the small beams of the building unit among the cuts 17, so that the same fireproof covering material 16 is commonly used for each building unit. You may make it usable.

【0015】上梁7に小梁13を接合するときには、ま
ず、切れ目17にブラケット15を挿入しながら耐火被
覆材16を上梁7の内側面7Aに当て、次いで、図3の
通り、切れ目17から突出したブラケット15に木製ま
たは金属性の小梁13の端部を結合する。耐火被覆材1
6は、耐火被覆材16の外側から打ち込まれたワッシャ
18A付きのピン18で上梁7、当て部材14に固定さ
れ、また、耐火被覆材16の下端部16Aは、上梁7の
下面7Bに当てられながら、建物ユニットの耐火性を有
する軽量気泡コンクリート(ALC)による外壁材19
にピン18で固定される。
When the small beam 13 is joined to the upper beam 7, first, the refractory coating material 16 is applied to the inner surface 7A of the upper beam 7 while inserting the bracket 15 into the cut 17, and then, as shown in FIG. The end of the wooden or metal beam 13 is connected to a bracket 15 projecting from the bracket. Fireproof coating material 1
6 is fixed to the upper beam 7 and the contact member 14 by a pin 18 with a washer 18A driven from the outside of the refractory coating 16, and the lower end 16A of the refractory coating 16 is attached to the lower surface 7B of the upper beam 7. Exterior wall material 19 made of lightweight cellular concrete (ALC) which is applied and has fire resistance of the building unit
Is fixed with a pin 18.

【0016】耐火被覆材16の切れ目17より上側の上
端部は上梁7を越えて延びており、この上端部は延長部
分16Bとなっている。
The upper end of the refractory coating material 16 above the cut 17 extends beyond the upper beam 7, and this upper end is an extension 16B.

【0017】以上の作業は工場において行なわれ、図4
は以上の作業が工場で行なわれた建物ユニットA1 の上
にユニット式建物の建設現場で建物ユニットA2 が載せ
られた状態を示す。建物ユニットA2 にはALC製の外
壁材20、床材21が取り付けられている。耐火被覆材
16の下方へ垂れていた延長部分16Bは上方へ展延さ
れ、この延長部分16Bは、建物ユニットA2 の下梁1
1の当て部材22による内側面11Aと床材21の下面
とに沿わされてワッシャ18A付きのピン18で固定さ
れる。外壁材20と床材21との間には耐火被覆材16
と同じ材料による耐火被覆材23が挿入され、この耐火
被覆材23は下梁11の上面にピン18で固定される。
The above operation is performed in a factory, and FIG.
Shows a state where the building unit A2 is placed on the building unit A1 at the construction site of the unit-type building on which the above operation has been performed in the factory. An external wall material 20 and a floor material 21 made of ALC are attached to the building unit A2. The extending portion 16B of the refractory coating material 16 that has hung downward is extended upward, and this extending portion 16B is attached to the lower beam 1 of the building unit A2.
Along the inner surface 11A by the one contact member 22 and the lower surface of the flooring material 21, it is fixed by the pin 18 with the washer 18A. Between the outer wall material 20 and the floor material 21,
A refractory coating 23 made of the same material as that described above is inserted, and the refractory coating 23 is fixed to the upper surface of the lower beam 11 with the pins 18.

【0018】これにより、ユニット式建物の骨組みとな
っている建物ユニットA1 の上梁7と建物ユニットA2
の下梁11は、耐火被覆材16、23及び耐火性を有す
る外壁材19,20、床材21によって囲まれることに
なり、これらの上梁7、下梁11は耐火構造となる。
Thus, the upper beam 7 of the building unit A1 and the building unit A2, which are the framework of the unit-type building,
The lower beam 11 is surrounded by the fireproof coating materials 16 and 23, the outer wall materials 19 and 20 having fire resistance, and the floor material 21, and the upper beam 7 and the lower beam 11 have a fireproof structure.

【0019】以上の本実施形態によれば、上梁7に小梁
13が直角に接合されていても、この上梁7に被覆され
て上梁7を耐火構造とするための耐火被覆材16には、
上梁7に接合される小梁13の接合端部13Aとなって
いるブラケット15を挿入する切れ目17が形成されて
いるため、このブラケット15を耐火被覆材16で囲繞
しながら上梁7に耐火被覆材16を被覆することができ
るようになり、この被覆作業は、耐火被覆材16に切れ
目17を形成し、切れ目17にブラケット15を挿入し
ながらを耐火被覆材16を上梁7に固定すればよいた
め、作業の簡単化を実現できる。また、耐火被覆材16
は柔軟性を有する材料によって形成されているため、切
れ目17に挿入されたブラケット15は耐火被覆材16
が有する弾力締め付け作用によって切れ目17の内面と
接触し、ブラケット15の周辺に隙間が生じることなく
耐火被覆材16はブラケット15を囲繞するため、上梁
7を確実に耐火被覆材16で被覆することができる。
According to the above embodiment, even if the small beam 13 is joined to the upper beam 7 at a right angle, the refractory coating material 16 for covering the upper beam 7 to make the upper beam 7 a fire-resistant structure. In
Since the cut 17 for inserting the bracket 15 which is the joining end 13A of the small beam 13 to be joined to the upper beam 7 is formed, the upper beam 7 is The coating material 16 can be coated, and this coating operation is performed by forming a cut 17 in the refractory coating material 16 and fixing the refractory coating material 16 to the upper beam 7 while inserting the bracket 15 into the cut 17. As a result, work can be simplified. In addition, the refractory coating material 16
Is made of a flexible material, the bracket 15 inserted into the cut 17 is
The upper beam 7 is securely covered with the refractory coating material 16 because the refractory coating material 16 contacts the inner surface of the cut 17 by the elastic tightening action of the bracket 15 and the bracket 15 is surrounded by the refractory coating material 16 without forming a gap around the bracket 15. Can be.

【0020】図5、図6は本発明の別実施形態を示す。
図5の通り、この実施形態では、上梁7の開口部側には
複数の当て部材34が間隔をあけて接合され、また、木
製または金属製の小梁33の先端には板状のブラケット
35が小梁33と直角に取り付けられている。このブラ
ケット35が当て部材34間から上梁7の内部に挿入さ
れて図6の通り上梁7の内面に溶接等で結合されること
により、小梁33は上梁7に接合されるようになってお
り、ブラケット35が取り付けられた小梁33の端部が
上梁7に接合される接合端部33Aとなっている。
FIGS. 5 and 6 show another embodiment of the present invention.
As shown in FIG. 5, in this embodiment, a plurality of contact members 34 are joined at intervals on the opening side of the upper beam 7, and a plate-shaped bracket is attached to the tip of the wooden or metal beam 33. 35 is attached at right angles to the beam 33. The bracket 35 is inserted into the upper beam 7 from between the contact members 34 and is connected to the inner surface of the upper beam 7 by welding or the like as shown in FIG. The end of the small beam 33 to which the bracket 35 is attached is a joining end 33A to be joined to the upper beam 7.

【0021】図5の通り、柔軟性を有する耐火被覆材3
6には切欠部である複数の開口部37が形成され、これ
らの開口部37の開口面積は小梁33の断面積よりも小
さい。上梁7に小梁33を接合するときには、まず、開
口部37を押し広げ、この開口部37にブラケット35
及び小梁33の接合端部33Aを挿入し、そして、ブラ
ケット35を上梁7の内面に結合する。この後、前記実
施形態の場合と同様に、図6の通り、耐火被覆材36を
上梁7、外壁材19にワッシャ18A付きのピン18で
固定し、更に、建設現場では建物ユニットA2 の下梁1
1、床材21に固定する。
As shown in FIG. 5, the refractory coating material 3 having flexibility
A plurality of openings 37, which are notches, are formed in 6, and the opening areas of these openings 37 are smaller than the cross-sectional area of the small beam 33. When joining the small beam 33 to the upper beam 7, first, the opening 37 is pushed open, and the bracket 35 is
Then, the joining end 33A of the small beam 33 is inserted, and the bracket 35 is connected to the inner surface of the upper beam 7. Thereafter, as in the case of the above-described embodiment, as shown in FIG. 6, the fireproof covering material 36 is fixed to the upper beam 7 and the outer wall material 19 with the pin 18 with the washer 18A. Beam 1
1. Fix to flooring 21.

【0022】この実施形態でも、ユニット式建物の骨組
みである上梁7に接合部材である小梁33が直角に接合
されていても、耐火被覆材36に形成された開口部37
に小梁33の接合端部33Aを挿入することにより、耐
火被覆材36を上梁33に被覆する作業を容易に行なえ
るようになり、この作業の簡単化を実現できる。また、
開口部37に挿入された小梁33の接合端部33Aは、
柔軟性を有する耐火被覆材36の弾力締め付け作用によ
って開口部37の内面と接触し、接合端部33Aは周囲
に隙間ができることなく耐火被覆材36で囲繞され、耐
火被覆材36による上梁7の耐火性を確実に得られる。
Also in this embodiment, even if the small beam 33 as a joining member is joined to the upper beam 7 which is a framework of the unit type building at a right angle, the opening 37 formed in the fireproof covering material 36 is provided.
By inserting the joining end 33A of the small beam 33 into the upper beam 33, the operation of coating the refractory coating material 36 on the upper beam 33 can be easily performed, and this operation can be simplified. Also,
The joining end 33A of the small beam 33 inserted into the opening 37 is
Due to the elasticity of the flexible fire-resistant coating material 36, it comes into contact with the inner surface of the opening 37, and the joint end 33A is surrounded by the fire-resistant coating material 36 without leaving any gap around it. Fire resistance can be reliably obtained.

【0023】なお、耐火被覆材を上梁等に固定するため
には、上梁等にピンを予め溶接で立設し、このピンに耐
火被覆材を外側から押し込んでピン先端を耐火被覆材の
表面から突出させ、この突出したピン先端にワッシャを
挿入した後、ピン先端を折り曲げることによりワッシャ
を係止するようにしてもよい。
In order to fix the refractory coating material to the upper beam or the like, a pin is erected in advance on the upper beam or the like by welding, and the refractory coating material is pushed into the pin from the outside so that the tip of the pin is made of the refractory coating material. After projecting from the surface and inserting a washer into the protruding tip of the pin, the washer may be locked by bending the tip of the pin.

【0024】以上説明した各実施形態は、小梁が接合さ
れる上梁の場合であったが、本発明は根太が接合される
下梁についても適用できる。
In each of the embodiments described above, the case of the upper beam to which the small beam is joined is described. However, the present invention can be applied to the lower beam to which the joist is joined.

【0025】また、耐火被覆材で被覆される骨組みは上
梁、下梁に限定されず、例えば柱でもよく、また、骨組
みに角度をなして接合される接合部材は補強用のブレー
スでもよく、更に、例えばシャッターケースを骨組みに
結合するためのブラケットでもよい。
Further, the frame covered with the refractory coating material is not limited to the upper beam and the lower beam, but may be, for example, a column, and the joining member which is joined to the frame at an angle may be a reinforcing brace. Further, for example, a bracket for connecting the shutter case to the frame may be used.

【0026】[0026]

【発明の効果】本発明によれば、ユニット式建物の骨組
みを被覆する耐火被覆材を柔軟性を有する材料とし、こ
の耐火被覆材に切欠部を設けて骨組みに接合される接合
部材の接合端部を挿入するようにしたため、骨組みにこ
の接合部材が角度をなして接合されていても、耐火被覆
材を骨組みに被覆する作業を容易に行なえるようにな
り、作業性を良好にできる。
According to the present invention, the refractory covering material for covering the framework of the unit building is made of a flexible material, and the refractory covering material is provided with cutouts to join the joining members of the joining member to the framework. Since the portion is inserted, even if the joining member is joined to the skeleton at an angle, the work of coating the skeleton with the refractory coating material can be easily performed, and the workability can be improved.

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

【図1】本発明の一実施形態のユニット式建物の構成要
素である建物ユニットの骨組みを示す概略図である。
FIG. 1 is a schematic diagram showing a framework of a building unit which is a component of a unit-type building according to an embodiment of the present invention.

【図2】図1で示された上梁と小梁及び耐火被覆材を示
す組み立て前の分解斜視図である。
FIG. 2 is an exploded perspective view showing an upper beam, a small beam, and a refractory coating material shown in FIG. 1 before assembly.

【図3】図2の組み立て後を示す側断面図である。FIG. 3 is a side sectional view showing a state after the assembly in FIG. 2;

【図4】ユニット式建物の建設現場での作業終了後を示
す側断面図である。
FIG. 4 is a side sectional view showing a state after completion of work at a construction site of the unit building.

【図5】別実施形態を示す図2と同様の図である。FIG. 5 is a view similar to FIG. 2 showing another embodiment.

【図6】図5の別実施形態の場合における図4と同様の
図である。
FIG. 6 is a view similar to FIG. 4 in the case of another embodiment of FIG. 5;

【符号の説明】[Explanation of symbols]

5〜8 建物ユニットの骨組みである上梁 13,33 接合部材である小梁 13A,33A 接合端部 15,35 ブラケット 16,36 耐火被覆材 17 切欠部である切れ目 18 ピン 18A ワッシャ 37 切欠部である開口部 5-8 Upper beam 13, 33 as a frame of building unit Small beam 13A, 33A as joint member 15, 35 Bracket 16, 36 Fireproof covering material 17 Notch as cutout 18 Pin 18A Washer 37 At notch An opening

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平6−57843(JP,A) (58)調査した分野(Int.Cl.7,DB名) E04B 1/94 E04B 1/348 ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-6-57843 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) E04B 1/94 E04B 1/348

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 ユニット式建物の骨組みに、この骨組み
と角度をなして接合される接合部材の接合端部を囲繞し
て耐火被覆材を被覆するユニット式建物の耐火施工方法
であって、柔軟性を有する耐火被覆材に前記接合端部に
対応した配置で前記耐火被覆材を貫通しかつ前記接合端
部より小さな切欠部を形成しておき、この切欠部に前記
接合部材の接合端部を貫通させるとともに、前記耐火被
覆材を前記骨組みに沿って張ることを特徴とするユニッ
ト式建物の耐火施工方法。
1. A fire-resistant construction method for a unit-type building, wherein a fire-resistant coating material is covered on a frame of the unit-type building by surrounding a joint end of a joint member joined at an angle to the frame. A notch smaller than the joining end is formed through the refractory covering in an arrangement corresponding to the joining end in a fireproof covering having a property, and the joining end of the joining member is formed in the notch. A fireproof construction method for a unit-type building, wherein the fireproof covering material is stretched along the framework while being penetrated.
【請求項2】 請求項1に記載したユニット式建物の耐
火施工方法であって、前記接合端部は接合部材を受ける
ブラケットであり、予めこのブラケットを前記骨組みに
取り付けておき、前記切欠部にブラケットを通すととも
に前記耐火被覆材を前記骨組みに張り、この後でブラケ
ットに前記接合部材を接合することを特徴とするユニッ
ト式建物の耐火施工方法。
2. The fireproof construction method for a unit building according to claim 1, wherein the joint end is a bracket for receiving a joint member, and the bracket is attached to the frame in advance, and the joint is formed in the notch. A fireproof construction method for a unit-type building, comprising passing a bracket and attaching the refractory covering material to the skeleton, and thereafter joining the joining member to the bracket.
【請求項3】 請求項1に記載したユニット式建物の耐
火施工方法であって、前記接合端部は接合部材の端部で
あり、前記切欠部に接合部材の端部を通し、次に前記接
合部材の端部を前記骨組みに接合し、続いて前記耐火被
覆材を前記骨組みに張ることを特徴とするユニット式建
物の耐火施工方法。
3. The fireproof construction method for a unit building according to claim 1, wherein the joining end is an end of a joining member, and the notch is passed through an end of the joining member. A method for fire-resistant construction of a unit-type building, comprising joining an end of a joining member to the skeleton, and then stretching the fire-resistant covering material to the skeleton.
JP20485596A 1996-08-02 1996-08-02 Fireproof construction method for unit building Expired - Fee Related JP3190262B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20485596A JP3190262B2 (en) 1996-08-02 1996-08-02 Fireproof construction method for unit building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20485596A JP3190262B2 (en) 1996-08-02 1996-08-02 Fireproof construction method for unit building

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP21010992A Division JPH0781339B2 (en) 1992-08-06 1992-08-06 Fireproof structure of unit building

Publications (2)

Publication Number Publication Date
JPH08338086A JPH08338086A (en) 1996-12-24
JP3190262B2 true JP3190262B2 (en) 2001-07-23

Family

ID=16497521

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20485596A Expired - Fee Related JP3190262B2 (en) 1996-08-02 1996-08-02 Fireproof construction method for unit building

Country Status (1)

Country Link
JP (1) JP3190262B2 (en)

Also Published As

Publication number Publication date
JPH08338086A (en) 1996-12-24

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