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X-shaped arranged anti-bending support structure and connecting method thereof

A technology of anti-buckling bracing and supporting structure, applied in the direction of earthquake resistance, building components, building structure, etc., can solve the problems of low rigidity and energy consumption efficiency of anti-buckling bracing, occupation of anti-buckling bracing, large residual deformation, etc. Post-repair, reduce the overall residual deformation, the effect of large lateral stiffness

Active Publication Date: 2017-11-14
SOUTH CHINA UNIV OF TECH +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] An object of the present invention is to provide an X-shaped arrangement of anti-buckling bracing structures to solve the problem that traditional single-slope anti-buckling bracings occupy too many building spaces, herringbone-arranged anti-buckling bracings have low stiffness and energy consumption efficiency, and There is a technical problem of large residual deformation after the buckling-resistant brace yields

Method used

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  • X-shaped arranged anti-bending support structure and connecting method thereof
  • X-shaped arranged anti-bending support structure and connecting method thereof
  • X-shaped arranged anti-bending support structure and connecting method thereof

Examples

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Effect test

Embodiment 1

[0059] Such as Figure 4-20 As shown, the X-shaped anti-buckling support structure 2 provided in this embodiment includes a first buckling-resistant support member 21 and a second buckling-resistant support member 22;

[0060] Two of the second anti-buckling support members 22 are respectively fixedly connected to the middle nodes of one of the first anti-buckling support members 21, so that one of the first anti-buckling support members 21 and two of the second anti-buckling support members The buckling support members 22 form an X-shaped arrangement.

[0061] In an optional implementation manner of the above-mentioned embodiment, such as Figure 5-20 As shown, specifically, as Figure 12-18 As shown, the first anti-buckling support member 21 includes a first support core plate 211, two connecting plates 212, four first stiffeners 213, two second stiffeners 214, four third stiffeners 215 and Four concrete-filled steel tube restraint members 216;

[0062] The two ends of t...

Embodiment 2

[0072] Such as Figure 21 As shown, Embodiment 2 of the present invention provides a frame structure, including the anti-buckling support structure 2 described in any one of the above Embodiment 1.

[0073] The frame structure provided by the second embodiment of the present invention is provided with the anti-buckling support structure 2 provided by the first embodiment, so it has all the beneficial effects of the anti-buckling support structure 2 provided by the first embodiment, and will not be repeated here.

Embodiment 3

[0075] Embodiments of the present invention also provide a connection method for an X-shaped arrangement of buckling-resistant support structures, including;

[0076] Step S1, the first anti-buckling support member 21 includes a first support core plate 211, two connecting plates 212, four first stiffeners 213, two second stiffeners 214, four third stiffeners 215 and Four concrete-filled steel tube restraint members 216;

[0077] The two ends of the first supporting core plate 211 are respectively welded to the two first stiffeners 213, the middle part of the first supporting core plate 211 is welded to the two connecting plates 212, and the two There is a gap between the connecting plates 212;

[0078] Step S2, two second stiffeners 214 are respectively located in the gap, and are respectively welded with the first supporting core plate 211 and the connecting plate 212, using fillet welds;

[0079] Step S3, four third stiffeners 215 are respectively welded on the connecting...

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PUM

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Abstract

The invention relates to the technical field of earthquake-proof building structures and provides an X-shaped arranged anti-bending support structure and a connecting method thereof. The structure comprises a first anti-bending support component and two second anti-bending support components, wherein the two second anti-bending support components are respectively fixed with a middle joint of the first anti-bending support component, so that one first anti-bending support component and two second anti-bending support components are arranged in X shape. In the scheme, the two second anti-bending support components are respectively fixed with the middle joint of the first anti-bending support component, so that one first anti-bending support component and two second anti-bending support components are arranged in X shape and the structure has the advantages of high lateral rigidity, capability of saving construction space and post-earthquake resetting function.

Description

technical field [0001] The invention relates to the field of anti-seismic technology of building components, in particular to an X-shaped arrangement of anti-buckling support structures and a connection method thereof. Background technique [0002] Energy dissipation is currently one of the most effective means to reduce the seismic response of the main structure of a building and prevent its collapse in a major earthquake. Anti-buckling bracing is currently being used as a new energy-dissipating and shock-absorbing component in civil and architectural structures. It provides lateral stiffness for the structure during small earthquakes, and yields to dissipate seismic energy during moderate and large earthquakes. In order to provide sufficient rigidity for the structure, it is usually necessary to set up anti-buckling supports 1 (such as figure 1 ), which in turn may affect the setting of door and window openings in the building and reduce the number of openable windows and...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/30E04B1/58E04B1/98E04H9/02
CPCE04B1/185E04B1/30E04H9/021
Inventor 赵俊贤陈若冰于海潮蔡泽鑫韩伟杜永山黄艳斌霍振兴成颖铭
Owner SOUTH CHINA UNIV OF TECH
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