CN202969593U - Beam-column rigid connection structure of H-shaped column in weak axis direction - Google Patents

Beam-column rigid connection structure of H-shaped column in weak axis direction Download PDF

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Publication number
CN202969593U
CN202969593U CN 201220713770 CN201220713770U CN202969593U CN 202969593 U CN202969593 U CN 202969593U CN 201220713770 CN201220713770 CN 201220713770 CN 201220713770 U CN201220713770 U CN 201220713770U CN 202969593 U CN202969593 U CN 202969593U
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CN
China
Prior art keywords
column
post
wing
junction plate
connecting plate
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.)
Expired - Fee Related
Application number
CN 201220713770
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Chinese (zh)
Inventor
张俊峰
王建强
曾福英
楚留声
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Zhengzhou University
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Zhengzhou University
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Publication date
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Priority to CN 201220713770 priority Critical patent/CN202969593U/en
Application granted granted Critical
Publication of CN202969593U publication Critical patent/CN202969593U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

A beam-column rigid connection structure of an H-shaped column in the weak axis direction comprises a column flange connecting plate, wherein the column flange connecting plate is arranged between column flanges of the vertical H-shaped column and is parallel to a column web plate of the H-shaped column, a beam web plate connecting plate is vertically arranged in the middle of the outer side of the column flange connecting plate, and a beam web plate of a horizontally arranged H-shaped beam is fixedly connected with the beam web plate connecting plate through a bolt. Stiffening plates are respectively and vertically arranged on the inner side of the column flange connecting plate and are opposite to the positions of beam flanges, and three sides of each stiffening plate are respectively connected with the column flanges of the H-shaped column and the column flange connecting plate. Weld joint welding and fixing are adopted between the beam flanges and the column flange connecting plate, between the column flanges and the column flange connecting plate and between the stiffening plates and the column flange connecting plate and the column flanges. The beam-column rigid connection structure is simple in structure and practical in functions, can solve the beam-column rigid connection problem of the H-shaped column in the weak axis direction well, is convenient to process and construct, saves steel using amount and has good economic benefit.

Description

The weak direction of principal axis beam column of a kind of H type post rigidly connects structure
Technical field
The utility model relates to the weak direction of principal axis beam column of a kind of H type post and rigidly connects structure.
Background technology
The strong direction of principal axis rigid joint of H type post is easy to realize at present, but weak direction of principal axis often rigidly connects and realizes by overhanging one section semi girder, processed complex not only, also make troubles to transportation, the weak direction of principal axis beam column of H type post of the present invention rigidly connects the weak direction of principal axis beam column that structure can fine solution H type post and rigidly connects problem.
The utility model content
The utility model provides the weak direction of principal axis beam column of a kind of H type post to rigidly connect structure, the weak direction of principal axis beam column that can solve the well H type post problem that is rigidly connected, and both convenient processing and construction, saved again steel using amount, has good economic benefit.
In order to solve the problems of the technologies described above, the utility model adopts following technical scheme: the weak direction of principal axis beam column of a kind of H type post rigidly connects structure, comprise post edge of a wing junction plate, post edge of a wing junction plate is arranged between the post edge of a wing of vertical H type post and is parallel with the column web of H type post, junction plate outer middle side part in the post edge of a wing vertically is provided with the web junction plate, and the web of horizontally disposed H type beam is fixedly connected with the web junction plate by bolt.
Junction plate inboard, the post edge of a wing vertically is provided with respectively stiffener up and down, and stiffener and flange of beam position are oppositely arranged, and three sides of stiffener are connected with post edge of a wing junction plate with the post edge of a wing of H type post respectively.
Between flange of beam and post edge of a wing junction plate, between the post edge of a wing and post edge of a wing junction plate, between stiffening rib and post edge of a wing junction plate, the post edge of a wing, all be welded and fixed by weld seam.
The utility model is simple in structure, practical function, the weak direction of principal axis beam column that can solve the well H type post problem that is rigidly connected, and both convenient processing and construction, saved again steel using amount, has good economic benefit.
Description of drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is front view of the present utility model;
Fig. 3 is right view of the present utility model;
Fig. 4 is top view of the present utility model.
The specific embodiment
Embodiment: as shown in Fig. 1-4, the weak direction of principal axis beam column of H type post rigidly connects structure, comprise post edge of a wing junction plate 3, post edge of a wing junction plate 3 is arranged between the post edge of a wing 21 of vertical H type post 2 and is parallel with the column web 22 of H type post 2, junction plate 3 outer middle side parts in the post edge of a wing vertically are provided with web junction plate 4, and the web 12 of horizontally disposed H type beam 1 is fixedly connected with web junction plate 3 by bolt.Junction plate 3 inboards, the post edge of a wing vertically are provided with respectively stiffener 5 up and down, stiffener 5 and the flange of beam 11 corresponding settings in position, and the post edge of a wing 21 of the both sides of stiffener 5 and H type post is connected.Between flange of beam 11 and post edge of a wing junction plate 3, between the post edge of a wing 21 and post edge of a wing junction plate 3, between stiffening rib 5 and post edge of a wing junction plate 3, the post edge of a wing 21, all be welded and fixed by weld seam.
The utility model preparation method, it comprises the following steps: (1) welds together the post edge of a wing 21 of post edge of a wing junction plate 3 use butt welds with H type post 2; (2) by fillet weld, stiffening rib 5, edge of a wing junction plate 3, the post edge of a wing 21 is welded together stiffening rib 5 positions and flange of beam 11 position relativities; (3) web junction plate 4 use twin fillet wolts or groove butt weld are welded on post edge of a wing junction plate 3, the position of web junction plate 4 by the locating shaft of beam to determining; (4) flange of beam 11 is by butt weld and post frange plate weld seam, and web 12 is connected connection by high-strength bolt 6 with the web junction plate.

Claims (3)

1. the weak direction of principal axis beam column of H type post rigidly connects structure, it is characterized in that: comprise post edge of a wing junction plate, post edge of a wing junction plate is arranged between the post edge of a wing of vertical H type post and is parallel with the column web of H type post, junction plate outer middle side part in the post edge of a wing vertically is provided with the web junction plate, and the web of horizontally disposed H type beam is fixedly connected with the web junction plate by bolt.
2. the weak direction of principal axis beam column of H type post according to claim 1 rigidly connects structure, it is characterized in that: junction plate inboard, the post edge of a wing vertically is provided with respectively stiffener up and down, stiffener and flange of beam position are oppositely arranged, and three sides of stiffener are connected with post edge of a wing junction plate with the post edge of a wing of H type post respectively.
3. the weak direction of principal axis beam column of H type post according to claim 2 rigidly connects structure, it is characterized in that: between flange of beam and post edge of a wing junction plate, between the post edge of a wing and post edge of a wing junction plate, between stiffening rib and post edge of a wing junction plate, the post edge of a wing, all be welded and fixed by weld seam.
CN 201220713770 2012-12-21 2012-12-21 Beam-column rigid connection structure of H-shaped column in weak axis direction Expired - Fee Related CN202969593U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220713770 CN202969593U (en) 2012-12-21 2012-12-21 Beam-column rigid connection structure of H-shaped column in weak axis direction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220713770 CN202969593U (en) 2012-12-21 2012-12-21 Beam-column rigid connection structure of H-shaped column in weak axis direction

Publications (1)

Publication Number Publication Date
CN202969593U true CN202969593U (en) 2013-06-05

Family

ID=48510687

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220713770 Expired - Fee Related CN202969593U (en) 2012-12-21 2012-12-21 Beam-column rigid connection structure of H-shaped column in weak axis direction

Country Status (1)

Country Link
CN (1) CN202969593U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104213644A (en) * 2014-09-13 2014-12-17 内蒙古科技大学 H section steel girder-column minor axis connecting end plate node and preparing method of H section steel girder-column minor axis connecting end plate node
CN105464210A (en) * 2015-07-13 2016-04-06 贵阳铝镁设计研究院有限公司 Connecting form of steel beam and I-shaped-section column in weak axis direction and beam-column connecting structure
CN106284687A (en) * 2016-08-09 2017-01-04 中国十七冶集团有限公司 A kind of beam-column skew crossing structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104213644A (en) * 2014-09-13 2014-12-17 内蒙古科技大学 H section steel girder-column minor axis connecting end plate node and preparing method of H section steel girder-column minor axis connecting end plate node
CN105464210A (en) * 2015-07-13 2016-04-06 贵阳铝镁设计研究院有限公司 Connecting form of steel beam and I-shaped-section column in weak axis direction and beam-column connecting structure
CN106284687A (en) * 2016-08-09 2017-01-04 中国十七冶集团有限公司 A kind of beam-column skew crossing structure

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C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130605

Termination date: 20131221