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Buckling-resistant brace for energy-dissipating components constrained by ferrules

A technology of anti-buckling support and ferrule, which is applied in the direction of building components, earthquake resistance, building types, etc., to achieve the effect of optimizing the failure mode, avoiding the influence of residual stress, and improving energy consumption performance

Active Publication Date: 2021-04-13
LANZHOU UNIVERSITY OF TECHNOLOGY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The advantages of the present invention are: (1) avoiding the welding seam cracking problem caused by the welding residual stress of the cross core; (2) avoiding the influence of the residual stress caused by the welding of the cross core and the ductile casting standard part; improving the ductility Problems such as out-of-plane buckling and torsional instability of the energy-dissipating section of the casting standard part and the cross core have comprehensively improved the energy-dissipating performance of the buckling-constrained support, optimized the failure mode of the core energy-dissipating component, and improved the utilization rate of materials

Method used

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  • Buckling-resistant brace for energy-dissipating components constrained by ferrules
  • Buckling-resistant brace for energy-dissipating components constrained by ferrules
  • Buckling-resistant brace for energy-dissipating components constrained by ferrules

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Embodiment Construction

[0007] Such as Figure 1~Figure 9 As shown, the present invention is an anti-buckling support of ferrule-constrained energy-dissipating components, and a buckling-resistant support with replaceable ductile casting standard parts, including ductile casting standard parts 1, ductile casting cross cores 2, angle steel connectors 3, Cross core upper ferrule 4, cross core lower ferrule 5, energy dissipation section upper ferrule 6, energy dissipation section lower ferrule 7, high strength bolt 8, bolt hole 9, ductile casting standard part 1 by connecting section 10, transition section 11 and energy dissipating section 12 are integrally composed of three parts; the ductile casting standard part 1 and the ductile casting cross core 2 are spliced ​​by high-strength bolts 8 through four angle steel connectors 3 to form a buckling-proof system with replaceable ductile casting standard parts The energy-dissipating member is supported; the energy-dissipating section 12 and the ductile cas...

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Abstract

An anti-buckling support for ferrule-constrained energy-dissipating components, including ductile casting standard parts (1), ductile casting cross cores (2), angle steel connectors (3), cross core upper ferrules (4), cross core lower Ferrule (5), upper ferrule of energy dissipation section (6), lower ferrule of energy dissipation section (7), high-strength bolt (8), bolt hole (9), ductile casting standard part (1) is composed of connecting section (10 ), the transition section (11) and the energy dissipation section (12) are integrally composed of three parts; the ductile casting standard part (1) and the ductile casting cross core (2) adopt high-strength bolts (8) through four angle steel connectors (3) Splicing is carried out to form a buckling-resistant support energy-dissipating member with replaceable ductile casting standard parts; the energy-dissipating section (12) and the ductile casting cross core (2) are restrained by upper and lower ferrules respectively, and the upper and lower ferrules adopt high-strength bolts (8) Connection to form a buckling-resistant support for ferrule-constrained energy-dissipating components.

Description

technical field [0001] The invention relates to an anti-buckling support member in a building structure, in particular to the technology of an anti-buckling support member of a ferrule constraining an energy-dissipating member. Background technique [0002] The existing problems of the traditional buckling restrained support technology are: 1) The energy dissipation performance of the ductile casting standard parts is unstable during the energy dissipation process, mainly manifested in the fact that the energy dissipation plate is prone to out-of-plane buckling and the energy dissipation section is prone to torsional instability; 2) The core section of the traditional buckling-constrained brace is made by welding process, which causes the core energy-dissipating member to be greatly affected by the welding residual stress: the weld is easy to crack, and the energy consumption ends early; 3) The cross-core core and outsourcing The cross-sectional forms of the constraining mem...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/98E04H9/02
Inventor 殷占忠何玉龙孙宝悦宗玉强李鑫炜刘军黄兆升梁亚雄王秀丽
Owner LANZHOU UNIVERSITY OF TECHNOLOGY
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