JPH0921204A - Suspended roof structure - Google Patents

Suspended roof structure

Info

Publication number
JPH0921204A
JPH0921204A JP19410995A JP19410995A JPH0921204A JP H0921204 A JPH0921204 A JP H0921204A JP 19410995 A JP19410995 A JP 19410995A JP 19410995 A JP19410995 A JP 19410995A JP H0921204 A JPH0921204 A JP H0921204A
Authority
JP
Japan
Prior art keywords
suspension
support member
roof
suspended
poles
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.)
Pending
Application number
JP19410995A
Other languages
Japanese (ja)
Inventor
Shuji Miura
周治 三浦
Ryozo Umezawa
良三 梅沢
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.)
Sanko Metal Industrial Co Ltd
Original Assignee
Sanko Metal Industrial 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 Sanko Metal Industrial Co Ltd filed Critical Sanko Metal Industrial Co Ltd
Priority to JP19410995A priority Critical patent/JPH0921204A/en
Publication of JPH0921204A publication Critical patent/JPH0921204A/en
Pending legal-status Critical Current

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Landscapes

  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Abstract

PROBLEM TO BE SOLVED: To keep a pillar less space, realize extremely easy structure excellent in dynamical strength and allow easy and quick construction. SOLUTION: Plural poles 1, 1,..., a suspension supporting member C and bent roof plates B, B,... are provided. The plural poles 1, 1,... are standingly provided at preset spaces. The suspension supporting member C is provided throughout the crosswise length of the bent roof plates B, B,... where the plural bent roof plates B, B,... are covered in the cross direction. The bent roof plates B, B,... are suspended by the suspension supporting member C. The suspension supporting member C is supported via a suspension member W at proper positions on the poles 1, 1,....

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】本発明は無柱のスペースを確
保し、且つ力学的強度に優れるとともに、その構造を極
めて簡単なものとし、簡易且つ迅速に施工できる等の利
点を備えた吊屋根構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a suspended roof structure having a pillar-free space, excellent mechanical strength, an extremely simple structure, and simple and quick construction. Regarding

【0002】[0002]

【従来の技術】従来より、種々のタイプの吊屋根タイプ
の建築物が存在している。このような吊屋根タイプの建
築物は室内に無柱のスペースを設けることができること
から、室内を極めて有効に使用することができる利点が
ある。また、その吊屋根とした構造から極めて斬新なス
タイルにすることができ、優れた外観とすることもでき
る等の種々の利点があり、体育館,工場,イベントホー
ル等の建築物に適している。
2. Description of the Related Art Conventionally, there are various types of suspended roof type buildings. Since such a suspended roof type building can provide a pillarless space in the room, it has an advantage that the room can be used very effectively. In addition, the suspended roof structure has various advantages such as an extremely novel style and excellent appearance, and is suitable for buildings such as gymnasiums, factories, and event halls.

【0003】[0003]

【発明が解決しようとする課題】従来の吊屋根タイプの
建築物は、吊屋根の構造が極めて複雑となり易く、施工
も極めて面倒となるものであった。さらに、吊屋根とし
た構造では、屋根板を吊る施工を慎重に行わなくてはな
らないし、そのために熟練した作業員が必要である。さ
らに、屋根をバランス良く吊り下げることは極めて困難
な作業であり、このような吊屋根構造の建築物は施工費
用が高価となるものであった。
In the conventional suspended roof type building, the structure of the suspended roof is apt to be extremely complicated and the construction is extremely troublesome. Furthermore, in the structure with a suspended roof, the work of suspending the roofing plate must be carried out carefully, which requires skilled workers. Further, it is extremely difficult to suspend the roof in a well-balanced manner, and the construction cost of such a building having a suspended roof structure is high.

【0004】[0004]

【課題を解決するための手段】そこで、発明者は上記課
題を解決すべく、鋭意,研究を重ねた結果、本発明を複
数のポールと、吊下支持部材と折板屋根板とからなり、
前記複数のポールを所定間隔に立設し、複数の前記折板
屋根板を幅方向に葺成し、その葺成した折板屋根板の幅
方向全長に亘って前記吊下支持部材を設け、該吊下支持
部材にて前記折板屋根板を吊設し、該吊下支持部材はポ
ールの適宜の位置に吊部材を介して支持してなる吊屋根
構造としたことより、吊屋根タイプの建築物を簡易且つ
迅速に施工することができ、上記課題を解決したもので
ある。
Therefore, as a result of earnest studies to solve the above problems, the inventor has made the present invention a plurality of poles, a suspension support member and a folded roof plate.
The plurality of poles are erected at predetermined intervals, a plurality of the folding plate roof plates are roofed in the width direction, and the hanging support members are provided over the entire length in the width direction of the roofed folding plate roof plate, Since the folded roof plate is hung by the suspension support member, and the suspension support member has a suspended roof structure in which it is supported at an appropriate position of the pole via the suspension member, It is possible to construct a building easily and quickly, and to solve the above problems.

【0005】[0005]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて説明する。まず、本発明は主に吊下支持部材
Cと複数の折板屋根板B,B,…と複数のポール1,
1,…とから構成されている。まず、建築構造体Aは工
場,体育館等の比較的大型又は中型の構造物である(図
1参照)。そしてその構造物Aの壁材上に受金具が配置
され、折板屋根板B,B,…が配置される。その折板屋
根板Bは、谷形状部10と半山形状部11,11が形成
されたものである。そして、半山形状部11,11同士
を重合して折板屋根板B,B,…同士を連結してゆくも
のである。
Embodiments of the present invention will be described below with reference to the drawings. First, the present invention mainly includes a suspension support member C, a plurality of folded plate roof boards B, B, ... And a plurality of poles 1.
It is composed of 1, ... First, the building structure A is a relatively large or medium-sized structure such as a factory or a gym (see FIG. 1). Then, the receiving metal fittings are arranged on the wall material of the structure A, and the folded roof plates B, B, ... Are arranged. The folded plate roof plate B has a valley-shaped portion 10 and half-mountain-shaped portions 11 and 11. Then, the half-hill shaped portions 11, 11 are overlapped with each other to connect the folded roof plates B, B, ...

【0006】ポール1は長尺物であり、建築物の大きさ
に応じてその高さが決定される。そのポール1には、複
数のフック部1a,1a,…が形成され、前記吊下支持
部材Cをワイヤにて吊るすものである。ポール1はその
断面が円形状であり、力学的強度が十分に維持されてい
る。具体的には直径約300ミリ程度のものが使用され
る。ポール1は図1,図2等に示すように、吊下支持部
材C及び折板屋根板B,B,…を支持するものであり、
ポール1の下端は地上に強固に固定される。
The pole 1 is a long object, and its height is determined according to the size of the building. A plurality of hook portions 1a, 1a, ... Are formed on the pole 1, and the hanging support member C is hung by a wire. The pole 1 has a circular cross section, and its mechanical strength is sufficiently maintained. Specifically, a diameter of about 300 mm is used. As shown in FIGS. 1 and 2, the pole 1 supports the hanging support member C and the folded roof plates B, B, ...
The lower end of the pole 1 is firmly fixed to the ground.

【0007】そのポール1は、複数が用意され建築構造
体Aの所定位置に配置される。具体的には、まず建築構
造体Aは2棟タイプのものであり、両建築構造体A,A
が隣接して並列し、その2棟の建築構造体A,Aの間に
前記複数のポール1,1,…が所定間隔をおいて配置さ
れる(図1参照)。そのポール1,1,…は等間隔に配
置されることが外観上においても好ましい。
A plurality of poles 1 are prepared and arranged at a predetermined position of the building structure A. Specifically, first, the building structure A is of a two-building type, and both building structures A, A
Are adjacently arranged in parallel, and the plurality of poles 1, 1, ... Are arranged at predetermined intervals between the two building structures A, A (see FIG. 1). It is also preferable from the appearance that the poles 1, 1, ... Are arranged at equal intervals.

【0008】その吊下支持部材Cは、図9に示すよう
に、管本体2に適宜の箇所に複数の吊部材3,3,…が
設けられたものである。管本体2は断面円形状の管状の
ものであり、該管本体2はさらに長尺に形成されてい
る。そして、その管本体2に設けられた複数の吊部材
3,3,…に前記折板屋根板B,B,…の半山形状部1
1,11が固着されて、折板屋根板B,B,…が吊られ
る構造となる。
As shown in FIG. 9, the suspension supporting member C is provided with a plurality of suspension members 3, 3, ... At appropriate positions on the pipe body 2. The tube main body 2 is a tube having a circular cross section, and the tube main body 2 is formed to be longer. And, the half-mountain-shaped portion 1 of the folded roof plates B, B, ... Is attached to the plurality of suspension members 3, 3 ,.
1, 11 are fixed to each other so that the folded roof plates B, B, ... Are suspended.

【0009】その吊部材3,3,…は、図8等に示すよ
うに、外形が偏平状の有底V字形状をなしており、さら
にボルト等の吊用螺子部4が底部3aより突出するよう
に固着されている。該吊用螺子部4は前記折板屋根板
B,B,…を吊り下げるときに使用するものである。即
ち、図6に示すように、折板屋根板B,B,…の半山形
状部11,11同士を重合させて、その半山形状部1
1,11同士の重合箇所を前記吊用螺子部4を貫通させ
てナット等の締付具5,5,…にて固着するものであ
る。
As shown in FIG. 8 etc., the hanging members 3, 3, ... Have a flat bottomed V-shape, and a hanging screw portion 4 such as a bolt protrudes from the bottom portion 3a. It is fixed so that The hanging screw portion 4 is used when suspending the folded roof plates B, B, .... That is, as shown in FIG. 6, the half-hill shaped portions 11 of the folded roof plates B, B, ...
The overlapped portions of 1 and 11 are passed through the hanging screw portion 4 and fixed by fastening tools such as nuts 5, 5, ....

【0010】それゆえに、前記吊部材3,3,…は、図
5に示すように、管本体2の長手方向に対して折板屋根
板B,B,…の半山形状部11,11の重合部の間隔と
同等間隔に設けられることとなる。さらに管本体2には
長手方向に沿って吊上げ用フック6,6,…が形成され
ている。該吊上げ用フック6,6,…は、図2,図7に
示すように、前記ポール1により吊上げられるときに、
吊部材Wを介して吊り状態とするものである。
Therefore, as shown in FIG. 5, the suspension members 3, 3, ... Overlap the half-height shaped portions 11, 11 of the folded roof plates B, B, ... With respect to the longitudinal direction of the pipe body 2. It will be provided at an interval equal to the interval between the parts. Further, lifting hooks 6, 6, ... Are formed on the tube body 2 along the longitudinal direction. As shown in FIGS. 2 and 7, the lifting hooks 6, 6, ...
It is in a suspended state via the suspending member W.

【0011】さらに、管本体2は長手方向に継ぎ足して
使用することもできる。該実施の形態では、管本体2の
長手方向端部に連結用フランジ7,7が形成され、該連
結用フランジ7,7同士を対向させて、ボルト,ナット
等の固着具を使用して管本体2,2を連結するものであ
る。その吊下支持部材Cを前記ポール1にて吊上げるた
めに、吊部材Wが使用される。該吊部材Wはワイヤー部
8の両端に連結板9,9が設けられたもので、該連結板
9,9がポール1のフック部1a,1aと吊下支持部材
Cの吊上げ用フック6,6,…とにボルト,ナット等の
固着具にて固着され、ワイヤー部8がポール1と吊下支
持部材Cとの間に張り渡されるものである。
Furthermore, the tube body 2 can be used by extending it in the longitudinal direction. In this embodiment, the connecting flanges 7, 7 are formed at the longitudinal ends of the pipe body 2, the connecting flanges 7, 7 are opposed to each other, and a fixing tool such as a bolt or a nut is used. It connects the main bodies 2 and 2. The suspension member W is used to suspend the suspension support member C by the pole 1. The suspending member W is provided with connecting plates 9 and 9 at both ends of the wire portion 8. The connecting plates 9 and 9 are hook portions 1a and 1a of the pole 1 and lifting hooks 6 of the suspension supporting member C. 6 and the like are fixed to each other by a fixing tool such as a bolt and a nut, and the wire portion 8 is stretched between the pole 1 and the suspension supporting member C.

【0012】次に、折板屋根板B,B,…をポール1及
び吊下支持部材Cにて構成する全体の構造について説明
する。まず、建築構造体Aが構成される。該建築構造体
Aは図1,図3等に示すように、二つの建築構造体A,
Aが並列状に隣接している。そして、隣接する両建築構
造体A,Aの間に複数のポール1,1,…が立設され
る。このとき、該ポール1,1,…は図2に示すよう
に、基礎に対して強固に立設することが必要である。
Next, the overall structure of the folded plate roof boards B, B, ... Composed of the pole 1 and the suspension supporting member C will be described. First, the building structure A is constructed. As shown in FIGS. 1 and 3, the building structure A includes two building structures A,
A is adjacent in parallel. Then, a plurality of poles 1, 1, ... Is erected between the two adjacent building structures A, A. At this time, the poles 1, 1, ... Must be firmly erected on the foundation as shown in FIG.

【0013】次に、その建築構造体Aの頂部に複数の折
板屋根板B,B,…を載置してゆく。建築構造体Aの頂
部には予め、折板屋根板B,B,…を載置するためにタ
イトフレームを設けておき、折板屋根板B,B,…の葺
成を行いやすくしておく。次に、その葺成した折板屋根
板B,B,…に対して、それぞれの折板屋根板B,B,
…に直交(略直交も含まれる)するようにして、吊下支
持部材Cが配置される。このとき、折板屋根板B,B,
…の重合した半山形状部11,11上に、図4,図7等
に示すように、補強部材12,12,…が配置される。
該補強部材12,12,…は、折板屋根板B,B,…の
半山形状部11,11と略同等の形状をしており、折板
屋根板B,B,…の重合した半山形状部11,11上に
載置し易い形状となっている。
Next, a plurality of folded roof plates B, B, ... Are placed on the top of the building structure A. A tight frame is provided in advance on the top of the building structure A for mounting the folded roof plates B, B, ... In order to facilitate the roofing of the folded roof plates B, B ,. . Next, for each of the roof plates B, B, ...
The suspension supporting member C is arranged so as to be orthogonal to (..., Orthogonal to). At this time, folding plate roof boards B, B,
As shown in FIG. 4, FIG. 7, etc., the reinforcing members 12, 12, ... Are arranged on the overlapped half-hill shaped portions 11, 11.
The reinforcing members 12, 12, ... Have substantially the same shape as the half mountain shaped portions 11, 11 of the folded plate roof plates B, B ,. The shape is such that it can be easily placed on the parts 11, 11.

【0014】そして、それぞれの折板屋根板B,B,…
の重合した半山形状部11,11に吊下支持部材Cの吊
部材3,3,…の底部3a,3a,…から突出した吊用
螺子部4,4,…を貫通させて、図5,図6に示すよう
に、ボルト,ナット等の固着具にて固定される。次に、
その折板屋根板B,B,…を固着した吊下支持部材Cと
ポール1,1,…との間に吊部材Wを介して折板屋根板
B,B,…を吊り下げる。ここでは、まず吊下支持部材
Cの吊上げ用フック6,6,…とそれぞれのポール1,
1,…のフック部1a,1aとの間に吊部材Wを張り渡
すが、吊部材Wの一方の連結板9を吊下支持部材Cの吊
上げ用フック6,6,…に固着し、他方の連結板9をポ
ール1,1,…のフック部1a,1aに固着されるもの
である。
Then, each folded plate roof plate B, B, ...
5, the hanging screw parts 4, 4, ... Protruding from the bottom parts 3a, 3a of the hanging members 3, 3 ,. As shown in FIG. 6, it is fixed by fasteners such as bolts and nuts. next,
The folding plate roof plates B, B, ... Are suspended between the suspension support member C to which the folded plate roof plates B, B, ... Are fixed and the poles 1, 1 ,. Here, first, the lifting hooks 6, 6, ... of the hanging support member C and the respective poles 1,
The suspension member W is stretched between the hook portions 1a of the suspension members 1a, 1a, and one connecting plate 9 of the suspension member W is fixed to the suspension hooks 6, 6, ... Is connected to the hook portions 1a, 1a of the poles 1, 1 ,.

【0015】そして、吊部材Wのワイヤー部8が緊張す
るまで、ターンバックル等を使用して調節するものであ
る。また、吊部材Wの掛け方としては種々のタイプが存
在するが、図1,図3に示すように、一本のポール1の
高さ方向の上下に二箇所のフック部1a,1aを設け、
その二箇所より吊下支持部材Cを吊るすようにしたもの
である。
Then, until the wire portion 8 of the suspension member W is tensioned, it is adjusted by using a turnbuckle or the like. Further, although there are various types of hanging methods for the hanging member W, as shown in FIGS. 1 and 3, two hook portions 1a, 1a are provided above and below in the height direction of one pole 1. ,
The hanging support member C is hung from the two locations.

【0016】また、図1に示す実施の形態のように、二
つの建築構造体A,Aを隣接させたものであるが、上記
実施の形態に限定することなく、一棟の建築構造体Aか
ら構成するものであってもよい。
Further, as in the embodiment shown in FIG. 1, two building structures A, A are adjacent to each other, but the present invention is not limited to the above-mentioned embodiment, and one building structure A is used. It may be composed of

【0017】[0017]

【作用】まず、複数のポール1,1,…を所定間隔をお
いて建築構造体Aの適所に立設する。次に、建築構造体
Aの頂部に折板屋根板B,B,…を載置し、屋根を葺成
してゆく。そして、吊下支持部材Cを前記屋根として葺
成したそれぞれの折板屋根板B,B,…の長手方向に略
交差状に配置する。その吊下支持部材Cにて前記折板屋
根板B,B,…を吊設し、該吊下支持部材Cをポール
1,1,…に吊部材Wにて吊るし屋根を施工する。
First, a plurality of poles 1, 1, ... Are erected at appropriate positions on the building structure A at predetermined intervals. Next, the folding plate roof boards B, B, ... Are placed on the top of the building structure A, and the roof is roofed. Then, the hanging support members C are arranged in a substantially cross shape in the longitudinal direction of each of the folded roof plates B, B, ... Formed as the roof. The suspended supporting members C suspend the folded plate roof plates B, B, ... And the suspension supporting members C are suspended from the poles 1, 1 ,.

【0018】その吊下支持部材Cは主に管本体2から構
成し、また屋根の大きさによっては、その複数の管本体
2,2,…を連結してゆく。このときには、管本体2の
長手方向両端に設けた連結用フランジ7,7を使用し、
長手方向に隣接する管本体2,2同士を連結用フランジ
7,7にて接続する。
The suspension supporting member C is mainly composed of the pipe main body 2, and the plurality of pipe main bodies 2, 2, ... Are connected depending on the size of the roof. At this time, using the connecting flanges 7, 7 provided at both ends in the longitudinal direction of the pipe body 2,
The pipe main bodies 2 and 2 adjacent to each other in the longitudinal direction are connected to each other by connecting flanges 7 and 7.

【0019】[0019]

【発明の効果】請求項1の発明では、複数のポール1,
1,…と、吊下支持部材Cと折板屋根板B,B,…とか
らなり、前記複数のポール1,1,…を所定間隔に立設
し、複数の前記折板屋根板B,B,…を幅方向に連続接
続し、それぞれの折板屋根板B,B,…の長手方向に交
差して前記吊下支持部材Cを配置し、該吊下支持部材C
にて前記折板屋根板B,B,…を吊設し、該吊下支持部
材Cをポール1,1,…の適宜の位置に吊部材Wにて吊
るし支持してなる吊屋根構造としたことにより、まず第
1に極めて簡単な構造にて無柱タイプの建築物とし、無
柱スペースを構成することができるし、第2に施工が簡
単であり、第3に外観を独創的なものにすることができ
る等種々の効果を奏する。
According to the invention of claim 1, a plurality of poles 1,
1, ..., Hanging support member C and folded plate roof plates B, B, ..., and the plurality of poles 1, 1, ... B, ... Are continuously connected in the width direction, and the hanging support members C are arranged so as to intersect in the longitudinal direction of the folding plate roof boards B, B ,.
The suspended roof structure is obtained by suspending the folded roof plates B, B, ... And suspending and supporting the suspension supporting member C at appropriate positions of the poles 1, 1 ,. Therefore, first of all, it is possible to construct a pillarless type building with an extremely simple structure to form a pillarless space, secondly it is easy to construct, and thirdly, it has an original appearance. There are various effects such as being possible.

【0020】上記効果を詳述すると、本発明では複数の
ポール1,1,…と、吊下支持部材Cと折板屋根板B,
B,…とから構成されたものである。そして、前記複数
のポール1,1,…を所定間隔に立設され、複数の前記
折板屋根板B,B,…を幅方向に連続接続して屋根を施
工し、それぞれの前記折板屋根板B,B,…の長手方向
に対して吊下支持部材Cを交差状に配置し、該吊下支持
部材Cにて前記折板屋根板B,B,…を吊設し、該吊下
支持部材Cをポール1,1,…の適宜の位置に吊部材W
にて吊るし支持しているので、折板屋根板B,B,…は
全て前記吊下支持部材C及びポール1,1,…によって
吊り下げる状態としているので極めて簡単な構造にて無
柱のスペースを有する建築構造体とすることができる。
The above effects will be described in detail. In the present invention, a plurality of poles 1, 1, ..., A suspension supporting member C and a folded plate roof plate B,
B, ... And. The plurality of poles 1, 1, ... Are erected at a predetermined interval, and the plurality of folded plate roof boards B, B, ... Are continuously connected in the width direction to construct a roof, and each of the folded plate roofs. The hanging support members C are arranged in a cross shape with respect to the longitudinal direction of the plates B, B, ... And the folding plate roof plates B, B ,. The supporting member C is placed on the poles 1, 1, ...
Since it is suspended and supported by means of the folding plate roof plates B, B, ... All are suspended by the suspension supporting member C and the poles 1, 1 ,. Can be a building structure.

【0021】また、本発明ではポール1,1,…と吊下
支持部材Cとから折板屋根板B,B,…を吊るすもので
あり、ポール1,1,…及び吊下支持部材Cは極めて簡
単な構造であり、また、これらを施工するには建築構造
体Aに近接して、複数のポール1,1,…を立設し、該
ポール1,1,…に吊下支持部材Cを吊部材Wにて吊り
下げるのみで簡単に施工することができる。次に、本発
明では建築構造体Aに近接してポール1,1,…を立設
し、該ポール1,1,…より吊部材W等を利用して吊下
支持部材C及び折板屋根板B,B,…をつり下げるも
の、その外観は極めて独創的なものとすることができ
る。
Further, according to the present invention, the folded plate roof plates B, B, ... Are hung from the poles 1, 1, ... And the suspension support member C. The poles 1, 1 ,. The structure is extremely simple, and in order to construct these, a plurality of poles 1, 1, ... Are erected in close proximity to the building structure A, and the suspension supporting members C are attached to the poles 1, 1 ,. It can be easily installed only by suspending it with the suspension member W. Next, in the present invention, the poles 1, 1, ... Are erected in close proximity to the building structure A, and the suspension support member C and the folded plate roof are utilized from the poles 1, 1 ,. The boards B, B, ... can be suspended, and their appearance can be extremely original.

【0022】次に、請求項2の発明では、請求項1にお
いて、前記吊下支持部材Cはパイプ状の管本体2からな
る吊屋根構造としたことにより、折板屋根板B,B,…
を極めて強固に固定することができる。即ち、その吊下
支持部材Cは断面円形状の管本体2から構成するものと
しているので、大きな断面係数を得ることができ、力学
的強度を向上させることができる。
Next, in the invention of claim 2, according to claim 1, the hanging support member C has a suspended roof structure composed of a pipe-shaped tube body 2, whereby folded plate roof plates B, B, ...
Can be fixed extremely firmly. That is, since the suspension support member C is composed of the tube main body 2 having a circular cross section, a large section modulus can be obtained and mechanical strength can be improved.

【0023】次に、請求項3の発明では、請求項1にお
いて、前記吊下支持部材Cは前記管本体2を長手方向に
連結可能としてなる吊屋根構造としたことにより、折板
屋根板B,B,…により施工する大きさに比例して吊下
支持部材Cを構成する管本体2を複数長手方向に連結し
てゆくことで種々の規模の建築物に対して極めて良好に
対応することができる。
Next, in the invention of claim 3, in claim 1, the hanging support member C has a suspended roof structure capable of connecting the pipe main body 2 in the longitudinal direction. , B, ... By connecting a plurality of pipe main bodies 2 constituting the suspension supporting member C in the longitudinal direction in proportion to the size to be constructed, it is possible to cope very well with buildings of various scales. You can

【0024】次に、請求項4の発明では、請求項1にお
いて、前記吊下支持部材Cの管本体2には吊用螺子部4
を突出して設けた複数の吊部材3,3,…を所定間隔に
設けてなる吊屋根構造としたことにより、吊下支持部材
Cは前記吊用螺子部4,4,…を使用することにより折
板屋根板B,B,…を簡易且つ迅速に吊下支持作業を行
うことができる。
Next, according to the invention of claim 4, in claim 1, in the pipe main body 2 of the suspension supporting member C, the hanging screw portion 4 is provided.
A plurality of hanging members 3, 3, ... Protrudingly provided are provided at a predetermined interval so that the hanging support member C uses the hanging screw portions 4, 4 ,. It is possible to easily and quickly perform hanging support work on the folded plate roof plates B, B, ....

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

【図1】本発明の構造を利用した建築構造体の略示斜視
FIG. 1 is a schematic perspective view of a building structure using the structure of the present invention.

【図2】本発明の縦断略示正面図FIG. 2 is a schematic vertical sectional front view of the present invention.

【図3】本発明の平面略示図FIG. 3 is a schematic plan view of the present invention.

【図4】本発明の要部拡大図FIG. 4 is an enlarged view of a main part of the present invention.

【図5】吊下支持部材にて屋根板を吊り下げている状態
を示す側面図
FIG. 5 is a side view showing a state where the roof plate is suspended by a suspension support member.

【図6】吊下支持部材にて屋根板を吊り下げている状態
を示す要部拡大側面図
FIG. 6 is an enlarged side view of an essential part showing a state where the roof plate is suspended by a suspension support member.

【図7】ポールにて吊下支持部材を吊部材にて吊り下げ
た状態を示す斜視図
FIG. 7 is a perspective view showing a state in which a suspension supporting member is suspended by a suspension member by a pole.

【図8】吊下支持部材にて屋根板を吊り下げた状態を示
す拡大断面図
FIG. 8 is an enlarged cross-sectional view showing a state where the roof plate is suspended by a suspension support member.

【図9】吊下支持部材を下方より見た斜視図FIG. 9 is a perspective view of the suspension support member as seen from below.

【図10】吊下支持部材の管本体を連結した状態を示す
側面図
FIG. 10 is a side view showing a state in which the pipe bodies of the suspension support member are connected to each other.

【符号の説明】[Explanation of symbols]

1…ポール B…折板屋根板 C…吊下支持部材 W…吊部材 2…管本体 3…吊部材 4…吊用螺子部 1 ... Pole B ... Folded roof plate C ... Hanging support member W ... Hanging member 2 ... Pipe body 3 ... Hanging member 4 ... Hanging screw part

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 複数のポールと、吊下支持部材と折板屋
根板とからなり、前記複数のポールを所定間隔に立設
し、複数の前記折板屋根板を幅方向に葺成し、その葺成
した折板屋根板の幅方向全長に亘って前記吊下支持部材
を設け、該吊下支持部材にて前記折板屋根板を吊設し、
該吊下支持部材はポールの適宜の位置に吊部材を介して
支持してなることを特徴とした吊屋根構造。
1. A plurality of poles, a suspension support member, and a folded plate roof plate, wherein the plurality of poles are erected at predetermined intervals, and the plurality of folded plate roof plates are roofed in the width direction. The hanging support member is provided over the entire length in the width direction of the roofed folding plate roof plate, and the folded plate roof plate is suspended by the hanging support member,
A suspended roof structure characterized in that the suspension support member is supported at an appropriate position on the pole via the suspension member.
【請求項2】 請求項1において、前記吊下支持部材は
パイプ状の管本体からなることを特徴とした吊屋根構
造。
2. The suspended roof structure according to claim 1, wherein the suspension support member includes a pipe-shaped pipe body.
【請求項3】 請求項1において、前記吊下支持部材は
前記管本体を長手方向に連結可能としてなることを特徴
とした吊屋根構造。
3. The suspended roof structure according to claim 1, wherein the suspension support member can connect the pipe main bodies in a longitudinal direction.
【請求項4】 請求項1において、前記吊下支持部材の
管本体には吊用螺子部を突出して設けた複数の吊部材を
所定間隔に設けてなることを特徴とした吊屋根構造。
4. The suspended roof structure according to claim 1, wherein a plurality of suspending members provided with projecting suspending screw portions are provided at predetermined intervals on the pipe main body of the suspending support member.
JP19410995A 1995-07-07 1995-07-07 Suspended roof structure Pending JPH0921204A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19410995A JPH0921204A (en) 1995-07-07 1995-07-07 Suspended roof structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19410995A JPH0921204A (en) 1995-07-07 1995-07-07 Suspended roof structure

Publications (1)

Publication Number Publication Date
JPH0921204A true JPH0921204A (en) 1997-01-21

Family

ID=16319081

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19410995A Pending JPH0921204A (en) 1995-07-07 1995-07-07 Suspended roof structure

Country Status (1)

Country Link
JP (1) JPH0921204A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014051792A (en) * 2012-09-05 2014-03-20 Oono Bankin Co Ltd Roof structure
JP7303956B1 (en) * 2023-03-29 2023-07-05 三晃金属工業株式会社 Suspended folded plate roof and its construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014051792A (en) * 2012-09-05 2014-03-20 Oono Bankin Co Ltd Roof structure
JP7303956B1 (en) * 2023-03-29 2023-07-05 三晃金属工業株式会社 Suspended folded plate roof and its construction method

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