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Assembled large-scale buckling-restrained bracing member

A buckling-resistant support, large-scale technology, applied in the direction of building components, earthquake resistance, protective buildings/shelters, etc., can solve the problem of buckling-resistant support low-cycle fatigue performance and compression stability bearing capacity weakening, inner core design yield strength Unable to guarantee and other problems, to achieve the effect of breaking through the restrictions of plate and section steel specifications, improving energy consumption capacity, and facilitating transportation

Pending Publication Date: 2019-01-11
HUAQIAO UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The purpose of the present invention is to overcome the deficiencies of the prior art, and provide an assembled large-scale buckling-resistant bracing member, which solves the problems of the performance of the large-span super-long buckling-proof bracing in the above-mentioned background technology, including large-span super Stress concentration, welding residual stress and welding residual deformation caused by long-scale anti-buckling bracing welding assembly, weakening of anti-buckling bracing low-cycle fatigue performance and stable bearing capacity under pressure, and failure to guarantee the design yield strength of the inner core, etc.

Method used

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  • Assembled large-scale buckling-restrained bracing member
  • Assembled large-scale buckling-restrained bracing member
  • Assembled large-scale buckling-restrained bracing member

Examples

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Embodiment 1

[0033] Please check Figure 1-5 , an assembled large-scale anti-buckling support member of this embodiment, including at least two sub-buckling-resistant supports, and connecting nodes for connecting the sub-buckling-resistant supports;

[0034] The anti-buckling support includes an inline inner core 1 and a square steel pipe restraint 2, the inline inner core 1 is arranged in the square steel pipe restraint 2 along the diagonal of the square steel pipe restraint 2, and the inline inner core 1 The core 1 includes several inner core units. The inner core unit has a structure whose width gradually decreases from both ends to the middle. Therefore, under the action of axial force, the anti-buckling support can realize segmental yielding, and the yielding position is controllable. Thereby improving the energy dissipation capacity of the anti-buckling support; the inner core unit also includes a limit card 15, the limit card 15 is arranged at the widest point at both ends of the in...

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PUM

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Abstract

The invention discloses an assembled large-scale buckling-restrained bracing member, which comprises sub buckling-restrained braces and connection nodes. The sub buckling-restrained braces are dividedinto end sub buckling-resistant braces and middle sub buckling-restrained braces according to the setting position and the cover plate type. The connection nodes are used to connect the sub buckling-restrained braces. The connection sections between the sub buckling-restrained braces are strengthened by splicing angle steel, which ensures effective transmission of the axial force and enables eachsub buckling-restrained brace to yield and dissipate energy. Energy dissipating inner cores are connected by bolts, so that the adverse effects caused by stress concentration, welding residual stressand welding residual deformation caused by welding are avoided, the design strength of the linear inner cores is guaranteed, and the low-cycle fatigue performance is improved. Meanwhile, the assembled large-scale buckling-restrained bracing member can be designed, manufactured and assembled in sections, is convenient to transport, and breaks through the limitation of plate and section steel specifications.

Description

technical field [0001] The invention belongs to the field of civil engineering, and in particular relates to an assembled large-scale anti-buckling support member. Background technique [0002] The traditional anti-seismic methods of structures are mostly to improve their own strength and stiffness, and use the energy dissipation of structural components to dissipate seismic energy. In recent years, the use of non-structural components to dissipate seismic energy has been gradually adopted, and buckling-resistant braces are widely used for their superior seismic performance. A well-designed anti-buckling brace can provide lateral stiffness like ordinary braces to reduce the displacement of the structure under earthquake action, and can dissipate the seismic energy before the structural members yield. Therefore, anti-buckling braces are widely used in existing building reinforcement and new construction. [0003] At present, anti-buckling braces are mostly used in office bu...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04H9/02E04B1/98
CPCE04H9/021
Inventor 宁西占李伟吴斌
Owner HUAQIAO UNIVERSITY
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