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Self-reset viscous-elastic damping wall

A viscoelastic, self-resetting technology, applied in the direction of walls, building components, earthquake resistance, etc., can solve problems such as limited energy consumption capacity, and achieve the effect of improving energy consumption capacity, reducing maintenance probability or reconstruction probability, and simple structure

Inactive Publication Date: 2015-12-23
ZHENGZHOU UNIV
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, due to the shape memory alloy material itself, its energy dissipation capacity is limited

Method used

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  • Self-reset viscous-elastic damping wall
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  • Self-reset viscous-elastic damping wall

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Embodiment Construction

[0029] Combine below Figure 1 to Figure 9 The structure and working process of the present invention are further described.

[0030] The self-resetting viscoelastic damping wall of the present invention includes a double T-shaped steel box body 1, a T-shaped steel plate 2, a left cover plate 31 and a right cover plate 32, and both the left cover plate 31 and the right cover plate 32 are rectangular steel cover plates The double T-shaped steel box 1 includes a lower flange plate 11 and two box body webs 12, the two box body webs 12 are arranged in parallel and fixedly arranged on the lower flange plate 11, the lower flange plate 11 and the two Two box webs 12 form an inverted double T-shaped structure, and a steel roller 41 is arranged between the two box webs 12 near the lower flange plate 11, and the axial direction of the steel roller 41 is in line with the box body. The web 12 is vertical, and the lower edge of the steel roller 41 is close to the lower flange plate 11 of ...

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Abstract

The invention discloses a self-reset viscous-elastic damping wall. The wall comprises a double T-shaped steel box, a T-shaped steel plate, a left cover plate and a right cover plate, wherein the double T-shaped steel box comprises a lower flange plate and two box web plates; a steel plate web plate is arranged between the two box web plates of the double T-shaped steel box, the upper end of the steel plate web plate extends from the double T-shaped steel box and is fixedly connected with an upper flange plate, the steel plate web plate and the upper flange plate form the T-shaped steel plate; the left cover plate and the right cover plate are arranged on the left side and the right side of the steel plate; clearances are arranged between the steel plate web plate and the two box web plates respectively, and part of the clearance is filled with a viscous-elastic material, and shape memory alloy stranded lines in parallel with the box web plate are arranged on the upper side and the lower side of the viscous-elastic material in the clearances. The energy dissipation is good, the performance is stable, the construction is simple, the processing and manufacturing is convenient, relatively more using space for building structures can be provided, the wall is convenient to mount and maintain and has certain self-set function.

Description

technical field [0001] The invention belongs to the technical field of anti-vibration and vibration reduction of civil engineering structures, and in particular relates to a self-resetting viscoelastic damping wall. Background technique [0002] Viscous damping wall energy dissipation and shock absorption control technology is an emerging anti-seismic vibration reduction technology, which has stable performance, simple technical conditions, and does not affect the use of buildings. It is mainly used in frame structures and other high-rise buildings. Wide application prospects. Traditional viscoelastic damping walls rely on the shear hysteretic energy dissipation characteristics of viscoelastic materials to provide additional stiffness and damping to the structure, reduce the dynamic response of the structure, and achieve the purpose of vibration reduction, ensuring that the structure will not collapse in a large earthquake, but the shock The post-repair cost or the cost of ...

Claims

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Application Information

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IPC IPC(8): E04B2/00E04B2/72E04B1/98
Inventor 钱辉任泽鹏张庆元闫威涛洪陈凯余威徐艺文
Owner ZHENGZHOU UNIV
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