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JPH03105602U - - Google Patents

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Publication number
JPH03105602U
JPH03105602U JP1271690U JP1271690U JPH03105602U JP H03105602 U JPH03105602 U JP H03105602U JP 1271690 U JP1271690 U JP 1271690U JP 1271690 U JP1271690 U JP 1271690U JP H03105602 U JPH03105602 U JP H03105602U
Authority
JP
Japan
Prior art keywords
column
steel pipe
filled
pipe concrete
joint
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
JP1271690U
Other languages
Japanese (ja)
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 filed Critical
Priority to JP1271690U priority Critical patent/JPH03105602U/ja
Publication of JPH03105602U publication Critical patent/JPH03105602U/ja
Pending legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

Description

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

第1図は本考案に係る充填型鋼管コンクリート
柱における柱梁接合部構造の一実施例を示す縦断
面図、第2図はその横断平面図、第3図はその力
の流れを示す説明図、第4図は従来の充填型鋼管
コンクリート柱における柱梁接合部構造の力の流
れを示す説明図である。 A……充填型鋼管コンクリート柱、B……鉄骨
梁、1……鋼管柱、2……水平スチフナー、3…
…スタツドボルト、8……充填コンクリート。
Fig. 1 is a vertical cross-sectional view showing an example of the column-beam joint structure in a filled steel pipe concrete column according to the present invention, Fig. 2 is a cross-sectional plan view thereof, and Fig. 3 is an explanatory diagram showing the flow of force. , FIG. 4 is an explanatory diagram showing the flow of force in a column-beam joint structure in a conventional filled steel pipe concrete column. A... Filled steel pipe concrete column, B... Steel beam, 1... Steel pipe column, 2... Horizontal stiffener, 3...
... Stud bolt, 8... Filled concrete.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 充填型鋼管コンクリート柱と鉄骨梁との接合部
において、鋼管柱内に配設された水平スチフナー
の下面にスタツドボルトを植設してなることを特
徴とする充填型鋼管コンクリート柱における柱梁
接合部構造。
A column-beam joint in a filled-type steel pipe concrete column, characterized in that the joint between the filled-type steel pipe concrete column and the steel beam is formed by planting stud bolts on the lower surface of a horizontal stiffener installed in the steel pipe column. structure.
JP1271690U 1990-02-14 1990-02-14 Pending JPH03105602U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1271690U JPH03105602U (en) 1990-02-14 1990-02-14

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1271690U JPH03105602U (en) 1990-02-14 1990-02-14

Publications (1)

Publication Number Publication Date
JPH03105602U true JPH03105602U (en) 1991-11-01

Family

ID=31516174

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1271690U Pending JPH03105602U (en) 1990-02-14 1990-02-14

Country Status (1)

Country Link
JP (1) JPH03105602U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020153221A (en) * 2019-03-13 2020-09-24 Jfeスチール株式会社 Assembling method of four-sided welded box-shaped cross-section columns, skin plate members, four-sided welded box-shaped cross-section columns, and concrete-filled steel pipe columns

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01263329A (en) * 1988-04-15 1989-10-19 Mitsui Constr Co Ltd Construction of panel zone

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01263329A (en) * 1988-04-15 1989-10-19 Mitsui Constr Co Ltd Construction of panel zone

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020153221A (en) * 2019-03-13 2020-09-24 Jfeスチール株式会社 Assembling method of four-sided welded box-shaped cross-section columns, skin plate members, four-sided welded box-shaped cross-section columns, and concrete-filled steel pipe columns

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