JPH02204545A - Structure of junction portion of steel column and beam - Google Patents

Structure of junction portion of steel column and beam

Info

Publication number
JPH02204545A
JPH02204545A JP2179989A JP2179989A JPH02204545A JP H02204545 A JPH02204545 A JP H02204545A JP 2179989 A JP2179989 A JP 2179989A JP 2179989 A JP2179989 A JP 2179989A JP H02204545 A JPH02204545 A JP H02204545A
Authority
JP
Japan
Prior art keywords
column
plates
steel
joint
joining
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
JP2179989A
Other languages
Japanese (ja)
Other versions
JP2769343B2 (en
Inventor
Atsushi Nakagawa
淳 中川
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.)
KOKEN SEKKEI KENKYUSHO KK
Original Assignee
KOKEN SEKKEI KENKYUSHO KK
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 KOKEN SEKKEI KENKYUSHO KK filed Critical KOKEN SEKKEI KENKYUSHO KK
Priority to JP1021799A priority Critical patent/JP2769343B2/en
Publication of JPH02204545A publication Critical patent/JPH02204545A/en
Application granted granted Critical
Publication of JP2769343B2 publication Critical patent/JP2769343B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To prevent the corner angle portion of a column from being deformed by providing and adding adjacent junction plates to the inner side face of the column, the plates being in contact with each other at their ends, and fixing the plate to the end portion of a beam and joining the column and both plates by a bolt and nut. CONSTITUTION:A steel skeleton column 1 is formed of a square steel pipe having an R portion 2 on its inner and outer face at a corner angle, and also adjacent junction plates 6 are brought in contact with each other at their ends so that the plates 6 are provided on the inner side face of the column 1. A T-shaped metal fitting 4 is affixed to the junction end portion of a skeleton beam 3. While a junction plate 5 ie. the vertical flange of the metal fitting 4 is placed along the outside of the column 1, the column 1 and the beam are joined together by a bolt 7 and nut 8 passing through both of the plates 5, 6 and the column 1.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は角鋼管からなる鉄骨柱と鉄骨梁の接合部の構
造に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] This invention relates to the structure of a joint between a steel column made of square steel pipes and a steel beam.

〔従来技術とこの発明の解決しようとする課題〕出願人
は先に角鋼管からなる鉄骨柱と鉄骨梁とをボルトを使用
して接合する構造について特公昭57−7258号公報
、特開昭51−16713号公報。
[Prior Art and Problems to be Solved by the Invention] The applicant previously disclosed a structure in which a steel column made of square steel pipes and a steel beam are joined using bolts in Japanese Patent Publication No. 57-7258 and Japanese Patent Application Laid-Open No. 1983-1989. -16713 publication.

特開昭59−165744号公報、特開昭60−235
38号公報、特開昭62−329188号公報、特開昭
61−28252号公報等に示すような接合部構造につ
いて種々開発提案してきた。この発明は特に柱内面に添
わせた接合プレートを改良して梁から柱および梁への応
力伝達をスムースにする構造を提供することを目的とし
て開発したものである。すなわち現在一般に使用されて
いる角鋼管柱は隅角部にアール部を有しており、従来の
接合部構造では隅角部に大きな偏心曲げモメントを生じ
、隅角部に変形を生ずる恐れがある。
JP-A-59-165744, JP-A-60-235
Various developments and proposals have been made regarding joint structures such as those shown in Japanese Patent Application Laid-Open No. 38-38, Japanese Patent Application Laid-open No. 62-329188, and Japanese Patent Application Laid-Open No. 61-28252. This invention was developed specifically for the purpose of providing a structure that improves the joint plate attached to the inner surface of a column and smoothes stress transmission from the beam to the column and beam. In other words, the square steel pipe columns commonly used today have rounded corners at the corners, and the conventional joint structure creates a large eccentric bending moment at the corners, which may cause deformation at the corners. .

そこで先の提案はこれらに対処する案であるが、この発
明は柱内面に添わせた接合プレートを隣接するもの同志
を突合せることによって前記課題を解消することを目的
としたものである。
Therefore, the previous proposal is a plan to deal with these problems, but the present invention aims to solve the above problems by butting adjacent joint plates attached to the inner surface of the column.

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

この発明は隅角内外面にアール部を有する角鋼管柱と鉄
骨梁とを梁端部の社外側面に添わせた接合プレートと柱
内側面に添わせた接合プレートおよび前記各接合プレー
トと柱を貫通するボルトで接合するに際して前記アール
部内面部において隣接する接合プレート端部を直接突合
せ、あるいは補強鋼材を介在して突合せた構造である。
This invention relates to a joint plate in which a square steel pipe column having rounded portions on the inner and outer surfaces of the corner and a steel beam are attached to the outside surface of the beam end, a joint plate attached to the inner surface of the column, and each of the above-mentioned joint plates and the column. When joining with a penetrating bolt, the ends of adjacent joint plates are directly abutted on the inner surface of the rounded portion or abutted with a reinforcing steel material interposed therebetween.

すなわち、この発明は柱内面に添わせた接合プレートを
隣接する端部を突合せることによって接合プレートから
柱側壁への応力伝達をなさしめるべくしたものである。
That is, this invention is intended to transmit stress from the joint plate to the column side wall by abutting the adjacent ends of the joint plate attached to the inner surface of the column.

以下その詳細を図示した実施例によって説明する。The details will be explained below with reference to illustrated embodiments.

〔実 施 例〕〔Example〕

鉄骨柱1は隅角内外面にアール部2を有する角鋼管から
なる。鉄骨梁3の接合端部にはT彫金物4が高力ボルト
等により固着され、T彫金物4の垂直フランジである接
合プレート5は社外側面に突合わせて添わせてあり、ま
た柱内側面には接合プレート6が添わさせである。そし
て前記各接合プレート5.6と柱1を貫通ずるボルト7
とナソl−8によっては接合するものである。そして前
記アール部内面部において、隣接する接合プレート6.
6の端部を突合せ、必要により溶接する。
The steel column 1 is made of a square steel pipe having rounded portions 2 on the inner and outer surfaces of the corners. A T-carved piece 4 is fixed to the joint end of the steel beam 3 with high-strength bolts, etc., and a joint plate 5, which is a vertical flange of the T-carved piece 4, is butted against the external side surface, and is attached to the inner side surface of the column. A joining plate 6 is attached to the joint plate 6. and bolts 7 passing through each joint plate 5.6 and the pillar 1.
and Naso l-8. Then, on the inner surface of the rounded portion, adjacent joining plates 6.
6 ends and weld if necessary.

なお接合プレート6.6の突合せは第3図に示すように
端面を密接状に突合せるか、あるいは第4図に示すよう
にその一部端面を突合せてもよい。
Note that the joining plates 6.6 may be brought into close contact with each other by bringing their end faces into close contact as shown in FIG. 3, or by bringing together some of their end faces as shown in FIG.

また第5図、第6図に示すように接合プレート6.6を
隅角部に配した補強鋼材9を介在して突合せることがで
きる。なおこの補強鋼材9は鉄骨柱1の内面あるいは接
合プレート6の端部に溶接する等して予め取付けておく
ことができる。
Further, as shown in FIGS. 5 and 6, the joining plates 6.6 can be butted with reinforcing steel members 9 arranged at the corners interposed therebetween. Note that this reinforcing steel material 9 can be attached in advance to the inner surface of the steel column 1 or the end of the joint plate 6 by welding or the like.

〔発明の効果〕〔Effect of the invention〕

この発明は以上の構成からなり、隅角内外面にアール部
を有する角鋼管柱と鉄骨梁の接合に際し、柱内側面に添
わせた接合プレートをアール部内面部において隣接する
端部を突合せであるので、隅角部を補強し隅角部に変形
を生せず、梁から柱および梁への応力伝達を内外の接合
プレートを通して確実にすることができる。
This invention has the above-mentioned configuration, and when joining a steel beam to a square steel pipe column having a radiused portion on the inner and outer surfaces of a corner, a joining plate attached to the inner surface of the column is butted with adjacent ends at the inner surface of the radiused portion. Therefore, it is possible to reinforce the corners, prevent deformation of the corners, and ensure stress transmission from the beams to the columns and beams through the inner and outer joint plates.

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

第1図、第2図は柱・梁接合部の横断面図と立面図、第
3図、第4図、第5図および第6図は異なる実施例を示
した要部の横断面図である。 1・・鉄骨柱、2・・アール部、3・・鉄骨梁、4・・
T彫金物、5.6・・接合プレート、7・・ボルト、8
・・ナツト、9・・補強鋼材。 第5図 第 6 図 第 図 箪 図 第 図 第 図
Figures 1 and 2 are cross-sectional views and elevation views of the column-beam joint, and Figures 3, 4, 5, and 6 are cross-sectional views of main parts showing different embodiments. It is. 1. Steel column, 2. Round section, 3. Steel beam, 4.
T engraving, 5.6...Joining plate, 7...Bolt, 8
...Natsuto, 9...Reinforcement steel material. Figure 5 Figure 6 Figure 6

Claims (2)

【特許請求の範囲】[Claims] (1)隅角内外面にアール部を有する角鋼管柱と鉄骨梁
とを梁端部の柱外側面に添わせた接合プレートと柱内側
面に添わせた接合プレートおよび前記各接合プレートと
柱を貫通するボルトで接合するに際して前記アール部内
面部において隣接する接合プレート端部を突合せてある
ことを特徴とする鉄骨柱・梁接合部の構造。
(1) A joint plate of a square steel pipe column and a steel beam having rounded corners on the inner and outer surfaces of each corner attached to the outer surface of the column at the end of the beam, a joint plate attached to the inner surface of the column, and each of the above-mentioned joint plates and columns. A structure of a steel column/beam joint, characterized in that the ends of adjacent joining plates are butted together at the inner surface of the rounded part when joining with a bolt passing through the steel column/beam joint.
(2)接合プレート端部を補強鋼材を介在して突合せて
あることを特徴とする請求項(1)記載の鉄骨柱・梁接
合ブラケットの構造。
(2) The structure of the steel column/beam connection bracket according to claim (1), wherein the ends of the connection plates are butted together with a reinforcing steel interposed therebetween.
JP1021799A 1989-01-31 1989-01-31 Structure of steel column-beam joint Expired - Lifetime JP2769343B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1021799A JP2769343B2 (en) 1989-01-31 1989-01-31 Structure of steel column-beam joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1021799A JP2769343B2 (en) 1989-01-31 1989-01-31 Structure of steel column-beam joint

Publications (2)

Publication Number Publication Date
JPH02204545A true JPH02204545A (en) 1990-08-14
JP2769343B2 JP2769343B2 (en) 1998-06-25

Family

ID=12065101

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1021799A Expired - Lifetime JP2769343B2 (en) 1989-01-31 1989-01-31 Structure of steel column-beam joint

Country Status (1)

Country Link
JP (1) JP2769343B2 (en)

Also Published As

Publication number Publication date
JP2769343B2 (en) 1998-06-25

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