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Steel structure joint used when cable penetrates through steel beam and construction method of steel structure joint

A construction method and steel structure technology, which is applied in cable construction and steel structure fields, can solve problems affecting the bearing capacity of steel beams, large steel beam joint sections, affecting the overall aesthetics of steel structures and even design layouts, so as to reduce construction costs. Effects of Difficulty, Collision Resolution, and Unity Resolution

Pending Publication Date: 2022-05-20
中冶(上海)钢结构科技有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] At present, generally in the curtain wall structure, the cable structure will collide with the main structure. In most cases, the cables are arranged vertically. At the intersecting position with the beam, only opening holes in the beam flange can avoid collision. When the arrangement is in other states, The opening may affect the bearing capacity of the steel beam, but in some places it cannot be avoided that the cables collide with other components or affect each other, and because of local influences, the joint section of the steel beam may be made particularly large, which in turn affects the overall steel structure Aesthetics and even design layout

Method used

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  • Steel structure joint used when cable penetrates through steel beam and construction method of steel structure joint
  • Steel structure joint used when cable penetrates through steel beam and construction method of steel structure joint
  • Steel structure joint used when cable penetrates through steel beam and construction method of steel structure joint

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Experimental program
Comparison scheme
Effect test

Embodiment 1

[0022] like figure 1 , figure 2 As shown, a steel structure node when the cable passes through the steel beam, including the node body projected into a "C" shape (1), the node closing part (2), the variable section part (3), the steel beam node part (4 ); Among them, the node body (1), the node closing piece (2), the variable section piece (3), and the steel beam node piece (4) are all box beam structures, and the node closing piece (2) is set on the node body (1 ) and make it a closed loop, the variable section members (3) are arranged at both ends of the node body (1), and the steel beam node members (4) are respectively connected with the variable section members (3) at both ends.

[0023] The construction method of the steel structure node when the cable passes through the steel beam includes

[0024] Step 1. The node body (1), the variable cross section (3), and the steel beam node (4) are processed and prefabricated in the factory as a whole, and the closed node (2) i...

Embodiment 2

[0031] like image 3 , Figure 4 As shown, on the basis of the steel structure nodes disclosed in Embodiment 1, the steel structure nodes for cables to pass through in the present invention can also be used in the form of a cross, as follows:

[0032] A steel structure node when a cable passes through a steel beam, including a node body (1') projected into a "C" shape, a node closing part (2'), a variable section part (3'), and a steel beam node part (4 '); Among them, the node body (1'), the node closed part (2'), the variable section part (3'), and the steel beam node part (4') are all box beam structures, and the node body (1') is Set in a cross shape, the node closing piece (2') is set at the opening of the node body (1') to make it closed, the variable section piece (3') is set at both ends of the node body (1'), the steel beam node The pieces (4') are respectively connected with the variable section pieces (3') at both ends.

[0033] At present, the types of steel str...

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PUM

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Abstract

The invention relates to the technical field of construction of steel structures and cables, in particular to a steel structure joint used when a cable penetrates through a steel beam. Comprising a joint body (1) with a C-shaped projection, a joint closing piece (2), a variable cross-section piece (3) and a steel beam joint piece (4). Wherein the joint body (1), the joint closing piece (2), the variable cross-section pieces (3) and the steel beam joint pieces (4) are all of box beam structures, the joint closing piece (2) is arranged at an opening of the joint body (1) and enables the joint body (1) to be closed, the variable cross-section pieces (3) are arranged at the two ends of the joint body (1), and the steel beam joint pieces (4) are connected with the variable cross-section pieces (3) at the two ends respectively. According to the node construction method, the collision conflict between the cable and the beam can be effectively solved, the construction difficulty is reduced, and it is guaranteed that the beam and the cable do not affect each other during construction and actual use. In addition, the singleness and limitation of the structure type can be effectively solved, and a cable structure system can be perfectly fused into a steel structure system.

Description

technical field [0001] The invention relates to the technical field of steel structure and cable construction, in particular to a steel structure node when cables pass through steel beams and a construction method thereof. Background technique [0002] Due to the rapid development of steel structures, the structural forms are becoming more and more complex, and the unit types in the same structure are complex and diverse. Due to their different characteristics and construction methods, it is difficult to avoid collisions or influences in the structure itself or in actual construction. The cable unit is pre-tensioned in actual use, so the cable is generally straight in most cases, so there cannot be other structures or rods at the position where the cable passes. [0003] At present, generally in the curtain wall structure, the cable structure will collide with the main structure. In most cases, the cables are arranged vertically. At the intersecting position with the beam, o...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B2/96E04C5/08
CPCE04B2/96E04B2/965E04B2/967E04C5/08
Inventor 谌亚美杨勇尹洪冰隋炳强
Owner 中冶(上海)钢结构科技有限公司