CN201567683U - Side-sway resistant end face tightening temporary connecting joint structure - Google Patents

Side-sway resistant end face tightening temporary connecting joint structure Download PDF

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Publication number
CN201567683U
CN201567683U CN2009202134096U CN200920213409U CN201567683U CN 201567683 U CN201567683 U CN 201567683U CN 2009202134096 U CN2009202134096 U CN 2009202134096U CN 200920213409 U CN200920213409 U CN 200920213409U CN 201567683 U CN201567683 U CN 201567683U
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CN
China
Prior art keywords
joint
steel
angle
node
junction 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
CN2009202134096U
Other languages
Chinese (zh)
Inventor
郝晨钧
宋海丰
陈恒江
余纯
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.)
Shanghai Mechanized Construction Co Ltd
Original Assignee
Shanghai Mechanized Construction 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 Shanghai Mechanized Construction Co Ltd filed Critical Shanghai Mechanized Construction Co Ltd
Priority to CN2009202134096U priority Critical patent/CN201567683U/en
Application granted granted Critical
Publication of CN201567683U publication Critical patent/CN201567683U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a side-sway resistant end face tightening temporary connecting joint structure, which is adaptable to steel structure construction and comprises a steel rod and a joint structure, wherein the steel rod and the joint structure are temporarily connected. The temporary connecting joint structure is characterized in that corner edges on opposite surfaces of the steel rod and the joint structure are respectively welded with angle steels, two parallel surfaces of the two angle steels are provided with through holes and connected with bolts, other surfaces of the two angle steels are connected via a connecting plate, the connecting plate and the corresponding angle steel are respectively provided with through holes, and the angle steels are connected with the connecting plate via bolts. The temporary connecting joint structure resolves problems of reliable and quick connection of a plurality of joints and a plurality of rods, and is fast and reliable in connection and strong in pertinence compared with the conventional form of utilizing connecting plates and bolts.

Description

Anti-sidesway end face holds out against interim connected node structure
Technical field:
The utility model relates to a kind of anti-sidesway end face and holds out against interim connected node structure, is applicable to Construction of Steel Structure.
Background technology:
At present in the engineering construction process, new steel structure and joint structure are adopted widely, in the face of brand-new structure and node, in the Steel Structure Installation process of present stage, need to connect between the member temporarily, be mainly the form that junction plate adds bolt now, but its connection reliability is poor, and more when connecting institute's expense, in the face of the One's name is legion novel joint structure that adopts in the steel work of special-shaped steel screen must research reliably, interim connected node structure fast.Existing problem when temporarily connecting to solve present steel member.
Summary of the invention:
The purpose of this utility model is to provide a kind of anti-sidesway end face to hold out against interim connected node structure.To achieve these goals, the utility model designs anti-sidesway end face and holds out against interim connected node structure, the steel rod elements and the node structure that comprise interim connection, it is characterized in that: on the angle edge of the opposite face of steel rod elements and node structure, respectively weld an angle steel, two parallel surfaces of two angle steel offer through hole, and connect with bolt, and the another side of two angle steel connects with junction plate, respectively offer through hole on the angle steel of junction plate and correspondence, and by bolt connecting angle and junction plate.The utility model solves the problem reliable, that is connected fast of One's name is legion node and rod member, compare that traditional junction plate adds that its connections of form of bolt is quick, with strong points, connection reliably.
Description of drawings:
Fig. 1 is a structural representation of the present utility model.Fig. 2 is for connecting partial schematic diagram, and Fig. 3 is the side schematic view of Fig. 2, and Fig. 4 is the vertical view of Fig. 2,
The specific embodiment:
Below in conjunction with drawings and Examples the utility model is elaborated.
The steel rod elements 2 and node 1 structure that comprise interim connection among the figure, it is characterized in that: on the angle edge of the opposite face of steel rod elements 2 and node 1 structure, respectively weld an angle steel 3, two parallel surfaces of two angle steel 3 offer through hole, and connect with bolt 5, the another side of two angle steel 3 connects with junction plate 4, respectively offer through hole on the angle steel 3 of junction plate 4 and correspondence, and by bolt 6 connecting angles 3 and junction plate 4.
During use, can utilize the angle steel 3 of each welding on the angle edge of opposite face on steel rod elements 2 and the node 1, connect by junction plate 4 with bolt 5, utilize bolt 6 connecting angles 3 and junction plate 4 simultaneously, finish steel rod elements 2 is connected with node 1 temporarily, after treating the welding of steel rod elements 2 and node 1 phase-contact surface, can remove connecting angle 3 and junction plate 4.

Claims (1)

1. anti-sidesway end face holds out against interim connected node structure, the steel rod elements and the node structure that comprise interim connection, it is characterized in that: on the angle edge of the opposite face of steel rod elements and node structure, respectively weld an angle steel, two parallel surfaces of two angle steel offer through hole, and connect with bolt, the another side of two angle steel connects with junction plate, respectively offers through hole on the angle steel of junction plate and correspondence, and by bolt connecting angle and junction plate.
CN2009202134096U 2009-12-18 2009-12-18 Side-sway resistant end face tightening temporary connecting joint structure Expired - Fee Related CN201567683U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009202134096U CN201567683U (en) 2009-12-18 2009-12-18 Side-sway resistant end face tightening temporary connecting joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009202134096U CN201567683U (en) 2009-12-18 2009-12-18 Side-sway resistant end face tightening temporary connecting joint structure

Publications (1)

Publication Number Publication Date
CN201567683U true CN201567683U (en) 2010-09-01

Family

ID=42659969

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009202134096U Expired - Fee Related CN201567683U (en) 2009-12-18 2009-12-18 Side-sway resistant end face tightening temporary connecting joint structure

Country Status (1)

Country Link
CN (1) CN201567683U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103821377A (en) * 2014-03-10 2014-05-28 湖南金海钢结构股份有限公司 Steel-structured roof beam anti-downwarping angle control method and angle template control technology
CN106760555A (en) * 2016-12-02 2017-05-31 中国建筑第八工程局有限公司 A kind of construction method of installation of meter of byte point and radiation beam

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103821377A (en) * 2014-03-10 2014-05-28 湖南金海钢结构股份有限公司 Steel-structured roof beam anti-downwarping angle control method and angle template control technology
CN103821377B (en) * 2014-03-10 2017-10-27 湖南金海钢结构股份有限公司 Use the method for angle template contral steel structural roof beam downwarp
CN106760555A (en) * 2016-12-02 2017-05-31 中国建筑第八工程局有限公司 A kind of construction method of installation of meter of byte point and radiation beam
CN106760555B (en) * 2016-12-02 2019-07-30 中国建筑第八工程局有限公司 A kind of meter of byte point and the construction method of installation for radiating beam

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Legal Events

Date Code Title Description
GR01 Patent grant
C14 Grant of patent or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20100901

Termination date: 20161218

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