JPH04119003U - Column beam joint structure - Google Patents

Column beam joint structure

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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
Application number
JP5048591U
Other languages
Japanese (ja)
Other versions
JP2547647Y2 (en
Inventor
勉 津森
Original Assignee
大和ハウス工業株式会社
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 大和ハウス工業株式会社 filed Critical 大和ハウス工業株式会社
Priority to JP1991050485U priority Critical patent/JP2547647Y2/en
Publication of JPH04119003U publication Critical patent/JPH04119003U/en
Application granted granted Critical
Publication of JP2547647Y2 publication Critical patent/JP2547647Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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

【考案の詳細な説明】[Detailed explanation of the idea]

【0001】0001

【産業上の利用分野】[Industrial application field]

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

【従来の技術】[Conventional technology]

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

【考案が解決しようとする課題】[Problem that the idea aims to solve]

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

【課題を解決するための手段】[Means to solve the problem]

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]

【実施例】【Example】

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

【考案の効果】[Effect of the idea]

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.

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

【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

【符号の説明】[Explanation of symbols]

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)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】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
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.
JP1991050485U 1991-04-05 1991-04-05 Beam-column joint structure Expired - Lifetime JP2547647Y2 (en)

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)

* Cited by examiner, † Cited by third party
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

Patent Citations (2)

* Cited by examiner, † Cited by third party
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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