JPH055906U - Beam-column joint structure - Google Patents

Beam-column joint structure

Info

Publication number
JPH055906U
JPH055906U JP8259191U JP8259191U JPH055906U JP H055906 U JPH055906 U JP H055906U JP 8259191 U JP8259191 U JP 8259191U JP 8259191 U JP8259191 U JP 8259191U JP H055906 U JPH055906 U JP H055906U
Authority
JP
Japan
Prior art keywords
column
diaphragm
joint structure
present
column 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
JP8259191U
Other languages
Japanese (ja)
Inventor
信夫 菊地
友明 鴻上
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.)
Daiwa House Industry Co Ltd
Original Assignee
Daiwa House Industry Co Ltd
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 Daiwa House Industry Co Ltd filed Critical Daiwa House Industry Co Ltd
Priority to JP8259191U priority Critical patent/JPH055906U/en
Publication of JPH055906U publication Critical patent/JPH055906U/en
Pending legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

Abstract

(57)【要約】 (修正有) 【目的】本考案は製造が容易でコスト及び強度的にも優
れた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コンクリートを中
間柱3内に充填することを特徴とする。
(57) [Summary] (Modified) [Objective] The present invention aims to provide a beam-column joint structure that is easy to manufacture, and is excellent in cost and strength. [Structure] The beam-column joint structure of the present invention is characterized in that the intermediate column 3 is filled with concrete.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial application]

本考案は製造が容易でコスト及び強度的にも優れた柱梁接合構造の提供を目的と する。 An object of the present invention is to provide a beam-column joint structure that is easy to manufacture, and is excellent in cost and strength.

【0002】[0002]

【従来の技術】[Prior Art]

従来において柱梁接合構造は種々提案されているが製造の容易化、コスト及び強 度において改良の余地があった。 Various column-beam joint structures have been proposed in the past, but there was room for improvement in terms of ease of manufacture, cost, and strength.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

本考案は以上の従来の課題を解決し製造が容易でコスト及び強度的にも優れた柱 梁接合構造の提供を目的とする。 An object of the present invention is to solve the above conventional problems and provide a beam-column joint structure that is easy to manufacture, and is excellent in cost and strength.

【0004】[0004]

【課題を解決するための手段】[Means for Solving the Problems]

本考案は以上の目的達成のために 下柱と上柱の間に介装された中間柱と、該中間柱の下端に溶接された下ダイアフ ラムと、中間柱の上端に溶接された上ダイアフラムと、下ダイアフラム及び上ダ イアフラムの突出縁にボルトで固定される梁と、前記中間柱内に充填されるコン クリートとからなる柱梁接合構造 を提案するものである。 To achieve the above object, the present invention provides an intermediate column interposed between a lower column and an upper column, a lower diaphragm welded to the lower end of the intermediate column, and an upper diaphragm welded to the upper end of the intermediate column. The present invention proposes a beam-column joint structure including a beam fixed to the projecting edges of the lower diaphragm and the upper diaphragm with bolts, and a concrete filled in the intermediate column.

【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。 図1及び図2は本考案の柱梁接合構造を示し、該構造は角形鋼管の下柱(1)と 上柱(5)の間に介装された中間柱(3)を有する。 Hereinafter, a beam-column joint structure of the present invention will be described according to an embodiment shown in the drawings. 1 and 2 show a beam-column joint structure of the present invention, which has an intermediate column (3) interposed between a lower column (1) and an upper column (5) of a rectangular steel pipe.

【0006】 中間柱(3)の下端には下ダイアフラム(2)が及び上端には上ダイアフラム( 4)が各々溶接される。 下ダイアフラム(2)は外方に突出する突出縁(2a)を有する(図示のものを 4方全てに設けられる)。A lower diaphragm (2) is welded to the lower end of the intermediate column (3) and an upper diaphragm (4) is welded to the upper end thereof. The lower diaphragm (2) has a projecting edge (2a) projecting outward (the illustrated one is provided on all four sides).

【0007】 次に上ダイアフラム(4)であるがこれも外方に突出する突出縁(4a)を有す る(図示のものは4方全てに設けられる)。 更に上ダイアフラム(4)にはコンクリート注入用の孔(4b)が設けられる。Next, the upper diaphragm (4) also has a projecting edge (4a) that also projects outward (the one shown is provided on all four sides). Further, the upper diaphragm (4) is provided with a hole (4b) for pouring concrete.

【0008】 次に上ダイアフラム(4)に溶接で固定される上柱(5)には開口(6)が設け られてコンクリートの注入ホース(12)の前記孔(4b)への挿入が可能にさ れる。 以上の通り下柱(1)、下ダイアフラム(2)、中間柱(3)、上ダイアフラム (4)及び上柱(5)は工場において溶接される。Next, an opening (6) is provided in the upper column (5) which is fixed to the upper diaphragm (4) by welding so that the concrete injection hose (12) can be inserted into the hole (4b). Be touched. As described above, the lower pillar (1), the lower diaphragm (2), the intermediate pillar (3), the upper diaphragm (4) and the upper pillar (5) are welded at the factory.

【0009】 更に工場において中間柱(3)内にコンクリートが充填され硬化される。 以上の通り製造された後現場において梁(7)が下ダイアフラム(2)の突出縁 (2a)及び上ダイアフラム(4)の突出縁(4a)に接合されることになる。Further, in the factory, the intermediate pillars (3) are filled with concrete and hardened. After being manufactured as described above, the beam (7) is joined to the projecting edge (2a) of the lower diaphragm (2) and the projecting edge (4a) of the upper diaphragm (4) in the field.

【0010】 すなわちH形鋼の梁(7)の上下のフランジに接合プレート(8)を予め溶接し ておく。 次に梁(7)の接合プレート(8)を下ダイアフラム(2)の突出縁(2a)及 び上ダイアフラム(4)の突出縁(4a)に係止させる。That is, the joining plates (8) are previously welded to the upper and lower flanges of the H-shaped steel beam (7). Next, the joint plate (8) of the beam (7) is locked to the projecting edge (2a) of the lower diaphragm (2) and the projecting edge (4a) of the upper diaphragm (4).

【0011】 次に接合プレート(8)及び上ダイアフラム(4)の孔を貫通させてピン(9) を挿入し両者を仮止めする。 次にボルト(10)で接合プレート(8)と下ダイアフラム(2)及び接合プレ ート(8)と上ダイアフラム(4)を固定する。Next, the holes of the joint plate (8) and the upper diaphragm (4) are penetrated to insert the pin (9), and both are temporarily fixed. Next, the joining plate (8) and the lower diaphragm (2) and the joining plate (8) and the upper diaphragm (4) are fixed with bolts (10).

【0012】[0012]

【考案の効果】[Effect of the device]

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)本考案の構造は特にコンクリートを充填するため製造が容易でコスト及び 強度的にも優れている。 (2)本考案の構造は特に下ダイアフラム及び上ダイアフラムの突出縁はブラケ ットの様に大きく突出しないため運搬が容易である。 The embodiment of the beam-column joint structure of the present invention is as described above, and its effects are listed below. (1) The structure of the present invention is particularly easy to manufacture because it is filled with concrete and is excellent in cost and strength. (2) The structure of the present invention is particularly easy to carry because the protruding edges of the lower diaphragm and the upper diaphragm do not protrude much like a bracket.

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

【図1】本考案の柱梁接合構造の斜視図FIG. 1 is a perspective view of a beam-column joint structure of the present invention.

【図2】本考案の柱梁接合構造の施工完了状態の正面図FIG. 2 is a front view of a completed construction of the beam-column joint structure of the present invention.

【符号の説明】[Explanation of symbols]

1 下柱 2 下ダイアフラム 2a 突出縁 3 中間柱 4 上ダイアフラム 4a 突出縁 4b 孔 5 上柱 6 開口 7 梁 8 接合プレート 9 ピン 10 ボルト 12 注入ホース 1 Lower Column 2 Lower Diaphragm 2a Projecting Edge 3 Intermediate Column 4 Upper Diaphragm 4a Projecting Edge 4b Hole 5 Upper Column 6 Opening 7 Beam 8 Joining Plate 9 Pin 10 Bolt 12 Injection Hose

Claims (1)

【実用新案登録請求の範囲】 【請求項1】下柱と上柱の間に介装された中間柱と、該
中間柱の下端に溶接された下ダイアフラムと、中間柱の
上端に溶接された上ダイアフラムと、下ダイアフラム及
び上ダイアフラムの突出縁にボルトで固定される梁と、
前記中間柱内に充填されるコンクリートとからなる柱梁
接合構造
[Claims for utility model registration] [Claim 1] An intermediate column interposed between a lower column and an upper column, a lower diaphragm welded to the lower end of the intermediate column, and an upper column of the intermediate column. An upper diaphragm, a beam fixed to the protruding edges of the lower diaphragm and the upper diaphragm with bolts,
Beam-column joint structure consisting of concrete filled in the intermediate column
JP8259191U 1991-07-05 1991-07-05 Beam-column joint structure Pending JPH055906U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8259191U JPH055906U (en) 1991-07-05 1991-07-05 Beam-column joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8259191U JPH055906U (en) 1991-07-05 1991-07-05 Beam-column joint structure

Publications (1)

Publication Number Publication Date
JPH055906U true JPH055906U (en) 1993-01-29

Family

ID=13778730

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8259191U Pending JPH055906U (en) 1991-07-05 1991-07-05 Beam-column joint structure

Country Status (1)

Country Link
JP (1) JPH055906U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5112851B1 (en) * 1968-03-02 1976-04-22
JPS55109891A (en) * 1979-02-17 1980-08-23 Tlv Co Ltd Backet float type steam trap

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5112851B1 (en) * 1968-03-02 1976-04-22
JPS55109891A (en) * 1979-02-17 1980-08-23 Tlv Co Ltd Backet float type steam trap

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