JPS596989B2 - structural members - Google Patents
structural membersInfo
- Publication number
- JPS596989B2 JPS596989B2 JP2713079A JP2713079A JPS596989B2 JP S596989 B2 JPS596989 B2 JP S596989B2 JP 2713079 A JP2713079 A JP 2713079A JP 2713079 A JP2713079 A JP 2713079A JP S596989 B2 JPS596989 B2 JP S596989B2
- Authority
- JP
- Japan
- Prior art keywords
- steel
- section
- figures
- shaped cross
- structural members
- 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
Links
Landscapes
- Rod-Shaped Construction Members (AREA)
Description
【発明の詳細な説明】
この発明は鉄骨柱あるいは鉄骨梁とする構造部材特にＳ
ＲＣ構造の鉄骨用構造部材に関するものである。DETAILED DESCRIPTION OF THE INVENTION This invention relates to structural members such as steel columns or steel beams, particularly S
The present invention relates to a structural member for a steel frame having an RC structure.
従来ラチス、スチフナー等によって形鋼を連結して鉄骨
柱、梁とする通常に実施されているところであるが、一
般に受注後設計製作している。Conventionally, steel columns and beams have been created by connecting sections using lattices, stiffeners, etc., but they are generally designed and manufactured after receiving an order.
しかし鉄骨のプレハブ化を目的として見込み生産できる
ものの開発が要求されるに至っている。However, there is a growing demand for the development of products that can be produced on a prospective basis for the purpose of prefabricating steel frames.
この発明は前記要求に対処すべく開発したもので、以下
その詳細を図示した実施例によって説明する。This invention has been developed to meet the above requirements, and will be described in detail below with reference to illustrated embodiments.
この発明の構造部材は一対の溝形断面あるいはＨ形断面
の形鋼１，１と多数のスチフナーまたはラチスとなる■
形断面の連結鋼材２とを組合せて構成される。The structural member of this invention consists of a pair of section steels 1, 1 with a groove-shaped cross section or an H-shaped cross section, and a large number of stiffeners or lattices.
It is constructed by combining a connecting steel material 2 with a shaped cross section.
そしてその組合せに際しては形鋼１，１を所要間隔を置
いて、その形鋼１のウエブ面３あるいは平鋼の場合その
平面３を向き合せ、連結鋼材２を形鋼１の長さ力向に所
要間隔をもって平行に配置するとともに形鋼のウエブ面
３または平面３と連結鋼材２のフランジ４とを重ね合せ
、ボルト、あるいはリベット等のボルト類５で連結して
格子状としてある。When assembling them, the sections 1 and 1 are placed at a required interval, the web surface 3 of the section steel 1 or the flat surface 3 of the section steel 1 faces each other, and the connecting steel material 2 is placed in the longitudinal force direction of the section steel 1. They are arranged in parallel with a required interval, and the web surface 3 or flat surface 3 of the section steel and the flange 4 of the connecting steel material 2 are overlapped and connected with bolts 5 such as bolts or rivets to form a lattice shape.
ところで、連結鋼材２の配置に際しては図示したように
そのウエブ面６を形鋼の長さ力向に対して直交させる場
合あるいは平行させる場合があり、柱、梁あるいはそれ
に生ずる荷重の状況によって変更する。By the way, when arranging the connecting steel members 2, as shown in the figure, the web surface 6 may be perpendicular to or parallel to the length force direction of the section steel, and this may be changed depending on the conditions of the column, beam, or the load generated thereon. .
そして梁の場合形鋼１，１が上下強材となる。In the case of a beam, the section steels 1 and 1 serve as the upper and lower reinforcement members.
以上の構造部材を柱として使用し、これにＨ形鋼の梁７
を連結した状態が第１３．１４図に示されている。The above structural members are used as columns, and the H-shaped steel beams 7
The connected state is shown in Figures 13 and 14.
そして図示したようにバネルブーン部分に使用ナる連結
鋼材２の断面を大きくして耐力を向上させることができ
る。As shown in the figure, the cross section of the connecting steel material 2 used in the bunel boon portion can be enlarged to improve the yield strength.
この発明は以上の構成からなり、溝形鋼、Ｈ形鋼または
平形鋼をスチフナーまたはラチスとなる工形断面の連結
鋼材を使用してボルト類によって容易に組立てうるので
、連結鋼材を種々準備しておけば設計に応じて所要の断
面の柱鉄骨あるいは梁鉄骨を直ちに用意することができ
る。This invention has the above-mentioned configuration, and can easily assemble channel steel, H-beam steel, or flat steel with bolts using connecting steel materials with a shaped cross section that will serve as a stiffener or lattice. If you do this, you can immediately prepare a column steel frame or beam steel frame with the required cross section according to the design.
そして連結鋼材は■形断面で、その両側のフランジ面を
、形鋼のウエブあるいは平面と重ね合せるので、その接
合部の取付加工が容易であり、かつ強度的にも安定する
。The connecting steel material has a ■-shaped cross section, and the flange surfaces on both sides are overlapped with the web or flat surface of the section steel, so the joint can be easily attached and the strength is stable.
第１図と第２図、第３図と第４図、第５図と第６図、第
７図と第８図は柱鉄骨とする場合の異となる実施例を示
した正面図と横断面図、第９図と第１０図、第１１図と
第１２図は梁鉄骨とする場合の異なる実施例を示した正
面図と縦断面図、第１３図、１４図は柱、梁接合部の正
面図と横断面図である。
１・・・形鋼、２・・・連結鋼材、計・・ウエブ面、ま
たは平面、４・・・フランジ、５・・・ボルト類、６・
・・ウエブ面、７・・・梁。Figures 1 and 2, Figures 3 and 4, Figures 5 and 6, and Figures 7 and 8 are front views and cross-sectional views showing different embodiments when using column steel frames. The plan view, Figures 9 and 10, and Figures 11 and 12 are front views and longitudinal cross-sectional views showing different embodiments of steel beams, and Figures 13 and 14 are column and beam joints. FIG. 2 is a front view and a cross-sectional view of 1... Shaped steel, 2... Connecting steel material, Total... Web surface or plane, 4... Flange, 5... Bolts, 6...
... Web surface, 7... Beam.
Claims (1)
要間隔を置いて、そのウエブ面または平面を向合せ、か
つ前記形鋼間に■形断面の連結鋼材を、形鋼の長さ力向
に所要間隔をもって平行に配置するとともに、形鋼のウ
エブ面または平形鋼の平面と、連結鋼材のフランジとを
重ね合せてボルト類で連結して格子状としてあることを
特徴とする構造部材。1 H-shaped cross-section or groove-shaped cross-section shaped steel or flat shaped steel are placed at a required interval, their web surfaces or planes are facing each other, and a connecting steel material with a A structural member characterized in that the web surface of a section steel or the plane of a flat section steel and the flange of a connecting steel material are arranged parallel to each other at a required interval in the direction of the steel and are overlapped and connected by bolts to form a lattice-like structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2713079A JPS596989B2 (en) | 1979-03-08 | 1979-03-08 | structural members |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2713079A JPS596989B2 (en) | 1979-03-08 | 1979-03-08 | structural members |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS55119851A JPS55119851A (en) | 1980-09-13 |
| JPS596989B2 true JPS596989B2 (en) | 1984-02-15 |
Family
ID=12212463
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2713079A Expired JPS596989B2 (en) | 1979-03-08 | 1979-03-08 | structural members |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS596989B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4931490B2 (en) * | 2006-06-22 | 2012-05-16 | 旭化成ホームズ株式会社 | Structure reinforcement structure and method of reinforcement |
| AU2008232318B2 (en) * | 2007-03-27 | 2014-02-06 | Austube Mills Pty Ltd | Composite and support structures |
-
1979
- 1979-03-08 JP JP2713079A patent/JPS596989B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS55119851A (en) | 1980-09-13 |
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