JPS6272848A - Beam structure in steel bar construction - Google Patents

Beam structure in steel bar construction

Info

Publication number
JPS6272848A
JPS6272848A JP21346285A JP21346285A JPS6272848A JP S6272848 A JPS6272848 A JP S6272848A JP 21346285 A JP21346285 A JP 21346285A JP 21346285 A JP21346285 A JP 21346285A JP S6272848 A JPS6272848 A JP S6272848A
Authority
JP
Japan
Prior art keywords
beams
square steel
beam structure
steel bar
bar construction
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
JP21346285A
Other languages
Japanese (ja)
Inventor
久俊 能村
金氏 泰彦
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.)
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry 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 Asahi Chemical Industry Co Ltd filed Critical Asahi Chemical Industry Co Ltd
Priority to JP21346285A priority Critical patent/JPS6272848A/en
Publication of JPS6272848A publication Critical patent/JPS6272848A/en
Pending legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は勾配屋根の鉄骨造建物(こ実施される、鉄骨
造における梁構造に関するものである。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Field of Application) The present invention relates to a beam structure in a steel frame building with a pitched roof.

(発明が解決しようとする問題点) 鉄骨造の軸組構法の梁は主として鉛直方向の曲げに耐え
る必要から、また柱、梁との相互接合の面から梁にはH
形鋼、もしくはこれに近い断面形状を持つ組み立て梁が
使われる。しかしこの形状の梁は鉛直力に対する断面性
能は高いが、これに対して水平力に対する断面性能が極
端に小さいため、横座屈、ねじれ等を防止する必要から
スパンを余り大きく取るこ吉はでき1゛、適当な間隔で
大梁、小梁を配置しなければならない。また剛性が小さ
いために適所ζこ水平プレースが入れられる。こうした
事情から従来のH形鋼を主体に構成した鉄骨造では、勾
配屋根の建物の場合には屋根裏のスペースを有効に活用
できずにいた。
(Problems to be Solved by the Invention) Beams in steel frame framework construction must withstand bending mainly in the vertical direction, and in terms of mutual connection with columns and beams, beams have H
Shaped steel or assembled beams with a similar cross-sectional shape are used. However, although a beam with this shape has a high cross-sectional performance against vertical forces, its cross-sectional performance against horizontal forces is extremely low, so it is impossible to make the span too large due to the need to prevent lateral buckling, twisting, etc.゛The large beams and small beams must be placed at appropriate intervals. Also, since the rigidity is small, horizontal places are inserted in appropriate places. Due to these circumstances, conventional steel structures made mainly of H-beams have not been able to effectively utilize attic space in buildings with pitched roofs.

この発明はこの従来の鉄骨造の持つ構造上の制約を解消
し、屋根裏のスペースの有効利用を図る目的からなされ
たもので、小屋、徂を形成する大梁に角形銅管を用いる
こと(こよりこれを実現しようとするものである。
This invention was made with the aim of eliminating the structural limitations of conventional steel structures and making effective use of the space in the attic. This is what we are trying to achieve.

(問題点を解決するための手段) 本発明では小屋組を形成する大梁の少なくとも一部を角
形鋼管で構成することζこよって梁のスパンを大きく取
り、上記の課題を解決する。
(Means for Solving the Problems) The present invention solves the above problem by constructing at least a part of the girders forming the roof frame from square steel pipes, thereby increasing the span of the beams.

角形鋼管は鉛直力に対する断面性能と水平力に対する断
面性能とに極端な差がなく、またねじれ、座屈の恐れが
ほとんどなく、剛性も太きいためスパンを大きく取るこ
吉を可能にする。
Rectangular steel pipes have no extreme difference in cross-sectional performance against vertical force and cross-sectional performance against horizontal force, have little risk of twisting or buckling, and have high rigidity, making it possible to take large spans.

したがって従来のH形鋼等からなる大梁間に適当な間隔
で架設されていた小梁の数を減らすこ吉ができ、水平プ
レースも不要になる。
Therefore, it is possible to reduce the number of small beams that are installed at appropriate intervals between the conventional large beams made of H-beams, etc., and horizontal places are no longer necessary.

角形鋼管は少なくともスパンを大きく取ろう古する一組
の対向した大梁ζこ用いられる。
Square steel pipes are used for at least one set of opposed girders to increase the span.

(実施例) 以下本発明を一実施例を示す図面とともに説明する。(Example) The present invention will be described below with reference to drawings showing one embodiment.

この発明は第1図及び第2図のように小屋組Aを形成す
る大梁1の、少なくとも一組の対向した大梁1,1を角
形鋼管aて構成するものである。角形鋼管aは第2図の
ように対向した大梁1.1の一部に使用すればよい。そ
して角形鋼管aで構成した大梁1,1間には前記した理
由から十采2を架設する必要はなく、小梁2は第2図の
ように角形鋼管aを用いていない、必要な場所1このみ
入れればよい。この結果角形鋼管aの大梁1,11と囲
まれた面は広く開口し、その上部の屋根裏の空間を部屋
の空間と連続させることができる。
In this invention, as shown in FIGS. 1 and 2, at least one pair of opposing girders 1, 1 forming a roof frame A are constructed using square steel pipes a. The square steel pipe a may be used for a part of the opposing girder 1.1 as shown in FIG. For the reason mentioned above, there is no need to erect the ten-button 2 between the large beams 1 and 1 made of square steel pipes a, and the small beams 2 do not use the square steel pipes a, as shown in Figure 2, where they are needed. Just add this. As a result, the surface of the square steel pipe a surrounded by the large beams 1 and 11 is wide open, and the attic space above can be made continuous with the room space.

図示した実施例では、角形鋼管aは第6図及び第4図ζ
こ示ずよう(こ柱3、小梁2との接合の便宜から溝形鋼
を組み立てて形成されている。
In the illustrated embodiment, the square steel pipe a is
(It is formed by assembling channel steel for convenience of connection with the pillar 3 and the small beam 2.)

そして第6図のように角形鋼管aの垂直部と水平部には
柱3及び小梁2との接合用に適当な間隔でポルト穴3a
、2aが設けられ、更にそれらの内側にポルト螺合のた
めの裏あて4が接合される。この裏あて4は角形鋼管a
の形成前に溝形鋼のウェブ及びフランジζこ接合してお
く。
As shown in Fig. 6, port holes 3a are provided at appropriate intervals in the vertical and horizontal parts of the square steel pipe a for connection with the pillars 3 and small beams 2.
, 2a are provided, and a backing 4 for port screw engagement is further bonded to the inside thereof. This backing 4 is a square steel pipe a
The web and flange of the channel steel are joined together before forming.

角形鋼管aの大梁1と柱6との接合部の接合例を第4図
に示す。この実施例では妻側の大梁1(こ角形鋼管aを
用い、同じく角形鋼管aの柱3にアングルピース5、接
合金物6等を介して大梁1を接合しており、H形鋼の大
梁1も同様に柱2に接合される。
FIG. 4 shows an example of the joint between the girder 1 and the column 6 of the square steel pipe a. In this embodiment, the girder side girder 1 (this square steel pipe a is used, and the girder 1 is connected to the pillar 3 of the square steel pipe a via an angle piece 5, joining hardware 6, etc., and the girder 1 is made of H-beam steel. is also connected to the pillar 2 in the same way.

角形鋼管aの大梁1,1に囲まれた部屋は屋根裏の空間
と連続し、開放的な空間となり、また水平プレースが不
要なため屋根裏の空間を収納スペースきして活用するこ
とができる。
The room surrounded by the large beams 1, 1 made of square steel pipes a is continuous with the attic space, creating an open space, and since no horizontal space is required, the attic space can be used as a storage space.

(発明の効果) この発明では大梁に角形鋼管を用いたことによって小梁
が不要、もしくは少なくなると同時(こ、水平プレース
を入れる必要がないため屋根裏の空間を比較的自由に活
用することができる。
(Effects of the invention) In this invention, by using square steel pipes for the main beams, the number of small beams is unnecessary or reduced (there is no need to insert horizontal places, so the space in the attic can be used relatively freely) .

また天井高を高く取ることができるので採光・通風等の
室内環境が高められる。
In addition, since the ceiling height can be increased, the indoor environment such as lighting and ventilation can be improved.

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

第1図、第2図は本発明の概要を示した斜視図であり、
第3図は角形鋼管の大梁を示したもので、■は正面図、
■は底面図、rrrは側面図、1vは縦断面図、第4図
は大梁と往きの接合部を示したちので、■は正面図、■
は横断面図、■1はX−X線端面図である。 A:小屋組、1:大梁、a:角形鋼管、2:小梁、6:
柱、2a、3a:ポルト穴、4:裏あて、5:アングル
ピース、6:接合金物。
1 and 2 are perspective views showing an outline of the present invention,
Figure 3 shows a girder made of square steel pipes, ■ is a front view,
■ is a bottom view;
1 is a cross-sectional view, and 1 is an end view taken along the line X-X. A: Roof frame, 1: Large beam, a: Square steel pipe, 2: Small beam, 6:
Pillar, 2a, 3a: Port hole, 4: Back cover, 5: Angle piece, 6: Joining hardware.

Claims (1)

【特許請求の範囲】[Claims] (1)小屋組を形成する大梁の、少なくとも一部の一組
の対向した大梁が角形鋼管で構成されてあることを特徴
とする鉄骨造における梁構造。
(1) A beam structure in a steel frame structure, characterized in that at least one set of opposing girders forming a roof frame is made of square steel pipes.
JP21346285A 1985-09-26 1985-09-26 Beam structure in steel bar construction Pending JPS6272848A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21346285A JPS6272848A (en) 1985-09-26 1985-09-26 Beam structure in steel bar construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21346285A JPS6272848A (en) 1985-09-26 1985-09-26 Beam structure in steel bar construction

Publications (1)

Publication Number Publication Date
JPS6272848A true JPS6272848A (en) 1987-04-03

Family

ID=16639606

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21346285A Pending JPS6272848A (en) 1985-09-26 1985-09-26 Beam structure in steel bar construction

Country Status (1)

Country Link
JP (1) JPS6272848A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52131616A (en) * 1976-04-27 1977-11-04 Nat Jutaku Kenzai Shed assembly unit of prefabricated house

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52131616A (en) * 1976-04-27 1977-11-04 Nat Jutaku Kenzai Shed assembly unit of prefabricated house

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