JPH04119003U - Column beam joint structure - Google Patents
Column beam joint structureInfo
- Publication number
- JPH04119003U JPH04119003U JP5048591U JP5048591U JPH04119003U JP H04119003 U JPH04119003 U JP H04119003U JP 5048591 U JP5048591 U JP 5048591U JP 5048591 U JP5048591 U JP 5048591U JP H04119003 U JPH04119003 U JP H04119003U
- Authority
- JP
- Japan
- Prior art keywords
- column
- joint structure
- beam joint
- flange
- reinforcing
- 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.)
- Granted
Links
- 239000000463 material Substances 0.000 claims description 22
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 238000003466 welding Methods 0.000 abstract description 8
- 230000002787 reinforcement Effects 0.000 description 4
- 230000007547 defect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005304 joining Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 239000012745 toughening agent Substances 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
(57)【要約】 (修正有)
【目的】本考案は熔接を全くなくし部品化することによ
りシステム化出来る柱梁接合構造の提供を目的とする。
【構成】本考案の柱梁接合構造は特に熔接を全く用いず
ボルトのみで複数の部品により柱1と梁6を接合する柱
梁接合構造である。
(57) [Summary] (with amendments) [Purpose] The purpose of this invention is to provide a column-beam joint structure that can be systemized by completely eliminating welding and converting it into components. [Structure] The column-beam joint structure of the present invention is a column-beam joint structure in which a column 1 and a beam 6 are joined by a plurality of parts using only bolts without using any welding.
Description
【0001】0001
本考案はH形鋼の柱に梁を接合する柱梁接合構造に関するものである。 The present invention relates to a column-beam joint structure that connects a beam to an H-shaped steel column.
【10002】10002
従来においてH形鋼の柱に梁を接合する場合にはフランジの補強のためリブ、ス テイフナー等を熔接する方法が一般的である。 しかしこの方法では熔接の時間がかかり及び熔接の品質上の欠陥が生じ易かつた 。 Conventionally, when joining a beam to an H-beam column, ribs and strips were used to strengthen the flange. A common method is to weld a toughener or the like. However, this method took a long time to weld and was prone to defects in welding quality. .
【0003】0003
本考案は以上の従来の課題を解決し熔接を全くなくした柱梁接合構造の提供を目 的とする。 This invention aims to solve the above-mentioned conventional problems and provide a column-beam joint structure that eliminates welding altogether. target
【0004】0004
本考案は以上の目的達成のために H形鋼の柱の一方のフランジにおいて貫通するボルトによりフランジを挟持する 状態で相互に固定された外面の梁接合材及び内面の補強T材と、該補強T材をボ ルトで柱のウエブに連結する補強アングルと、前記梁接合材にボルトで固定され た梁のフランジとからなる柱梁接合構造 を提案するものである。 This invention aims to achieve the above objectives. Clamp the flange with a bolt that passes through one flange of an H-shaped steel column. The outer beam joint material and the inner reinforcing T material are fixed to each other in the state, and the reinforcing T material is connected to the bolt. The reinforcing angle is connected to the web of the column by bolts, and the reinforcement angle is bolted to the beam joint material. Column-beam joint structure consisting of a beam flange This is what we propose.
【0005】[0005]
以下本考案の柱梁接合構造を図面に示す実施例に従い説明する。 第1図は本考案の接合構造を示し、該接合構造はH形鋼の柱(1)の1対のフラ ンジ(1a)を有する。 一方のフランジ(1a)にはその外面においてスプリットT材等の梁接合材(2 )が及びその内面において補強T材(3)が挟持する状態でフランジ(1a)を 貫通するボルトにより固定される。 DESCRIPTION OF THE PREFERRED EMBODIMENTS The column-beam joint structure of the present invention will be described below with reference to embodiments shown in the drawings. Figure 1 shows the joint structure of the present invention, which connects a pair of flanges of an H-section steel column (1). It has a hinge (1a). One flange (1a) has a beam joining material (2) such as a split T material on its outer surface. ) and the reinforcing T material (3) is sandwiched on the inner surface of the flange (1a). It is fixed with a bolt that passes through it.
【0006】 該補強T材(3)は補強アングル(4)によりボルトで柱(1)のウエブに連結 される。すなわち補強アングル(4)はボルトによりダブラープレート(7)で 重ね合わせ補強された柱(1)のウエブに固定される。 次に前記梁接合材(2)には梁(6)のフランジ(6a)がボルトで固定される 。[0006] The reinforcing T material (3) is connected to the web of the column (1) with bolts using the reinforcing angle (4). be done. In other words, the reinforcing angle (4) is secured by the doubler plate (7) using bolts. It is fixed to the web of the superimposed reinforced column (1). Next, the flange (6a) of the beam (6) is fixed to the beam joint material (2) with bolts. .
【0007】 以上の実施例に示した本考案の柱梁接合構造の機能は次の通り。 すなわち梁(6)からの力及びモーメントはまずスプリットT材等の梁接合材( 2)に伝えられる。 梁接合材(2)に伝えられた力はボルトを介して補強T材(3)に伝えられる。 すなわち梁接合材(2)からの力は柱(1)のフランジ(1a)に大きな力を作 用することなく補強T材(3)に流れるのである。[0007] The functions of the column-beam joint structure of the present invention shown in the above embodiments are as follows. In other words, the force and moment from the beam (6) are first applied to the beam joining material (such as split T material). 2). The force transmitted to the beam joint material (2) is transmitted to the reinforcing T material (3) via the bolt. In other words, the force from the beam joint material (2) creates a large force on the flange (1a) of the column (1). It flows into the reinforcing T material (3) without being used.
【0008】 更に補強T材(3)は補強アングル(4)により柱(1)のウエブに連結されて いるため力は柱(1)のウエブに伝えられ支持される。[0008] Furthermore, the reinforcing T member (3) is connected to the web of the column (1) by the reinforcing angle (4). The force is transmitted to and supported by the web of the column (1).
【0009】 補強アングル(4)は補強T材(3)を柱(1)のウエブに結合することにより 剛性を増すものであり更にダブラープレート(7)は梁(6)からの力を受ける 柱パネル部(柱(1)のウエブ)の剛性を増すためのものである。[0009] The reinforcement angle (4) is created by joining the reinforcement T material (3) to the web of the column (1). This increases the rigidity, and the doubler plate (7) receives the force from the beam (6). This is to increase the rigidity of the column panel portion (web of column (1)).
【0010】0010
本考案の柱梁接合構造の実施例は以上の通りでありその効果を次に列記する。 (1)本考案の接合構造は特に熔接を全くなくし部品化したため製造、部品スト ック、運搬等がシステム化され全体的な効率化従つてコスト低下を図ることが出 来る。 (2)本考案の接合構造は特に熔接を全くなくしたため熔接の品質上の欠陥がな くなる。 (3)本考案の接合構造は特に熔接を全くなくしたためH形鋼の製品精度に左右 されることなく柔軟に対応出来る。 The embodiments of the column-beam joint structure of the present invention are as described above, and the effects thereof are listed below. (1) The joint structure of the present invention eliminates welding altogether and is made into components, so manufacturing and component storage are required. By systematizing loading, transportation, etc., it is possible to improve overall efficiency and reduce costs. come. (2) The joint structure of the present invention eliminates welding altogether, so there are no defects in welding quality. It becomes. (3) The joint structure of this invention completely eliminates welding, which affects the product accuracy of H-beam steel. You can respond flexibly without being overwhelmed.
【図1】本考案の接合構造の斜視図[Figure 1] Perspective view of the joint structure of the present invention
1 柱 1a フランジ 1b ウエブ 2 梁接合材 3 補強T材 4 補強アングル 6 梁 6a フランジ 6b ウエブ 7 ダブラープレート 8 梁 1 pillar 1a Flange 1b web 2 Beam joining material 3 Reinforced T material 4 Reinforcement angle 6 Beam 6a Flange 6b web 7 Doubler plate 8 Beam
Claims (1)
するボルトによりフランジを挟持する状態で相互に固定
された外面の梁接合材及び内面の補強T材と、該補強T
材をボルトで柱のウエブに連結する補強アングルと、前
記梁接合材にボルトで固定された梁のフランジとからな
る柱梁接合構造Claim 1: A beam joint material on the outer surface and a reinforcing T material on the inner surface, which are fixed to each other with the flange sandwiched by bolts passing through one flange of an H-section steel column, and the reinforcing T.
A column-beam joint structure consisting of a reinforcing angle that connects the material to the web of the column with bolts, and a beam flange that is fixed to the beam joint material with bolts.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1991050485U JP2547647Y2 (en) | 1991-04-05 | 1991-04-05 | Beam-column joint structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1991050485U JP2547647Y2 (en) | 1991-04-05 | 1991-04-05 | Beam-column joint structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04119003U true JPH04119003U (en) | 1992-10-23 |
JP2547647Y2 JP2547647Y2 (en) | 1997-09-10 |
Family
ID=31927914
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1991050485U Expired - Lifetime JP2547647Y2 (en) | 1991-04-05 | 1991-04-05 | Beam-column joint structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2547647Y2 (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS50144227A (en) * | 1974-05-10 | 1975-11-20 | ||
JPS60250147A (en) * | 1984-05-25 | 1985-12-10 | 住友金属工業株式会社 | Connection structure of iron wire member |
-
1991
- 1991-04-05 JP JP1991050485U patent/JP2547647Y2/en not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS50144227A (en) * | 1974-05-10 | 1975-11-20 | ||
JPS60250147A (en) * | 1984-05-25 | 1985-12-10 | 住友金属工業株式会社 | Connection structure of iron wire member |
Also Published As
Publication number | Publication date |
---|---|
JP2547647Y2 (en) | 1997-09-10 |
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