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Buckling-restrained steel plate shear wall structure easy to assemble

A steel plate shear wall and anti-buckling technology, which is applied to walls, shockproof, household walls, etc., can solve the problems of short time and ineffective restraint of wall panels, etc., to improve mechanical performance, smooth hysteresis curve, and improve long-term performance and durability

Inactive Publication Date: 2017-03-29
XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0008] The object of the present invention is to overcome the above-mentioned shortcoming of prior art, provide a kind of anti-buckling steel plate shear wall structure that is easy to assemble, this structure solves the problem of combined steel plate shear wall effectively by improving the studs on the basis of the combined steel plate shear wall The shear wall has the problem that the cast-in-place reinforced concrete cover slab is damaged before the wall slab and cannot effectively restrain the wall slab. The long-term performance and durability of the reinforced concrete slab are better. At the same time, the prefabricated structure is adopted, and the on-site construction time is short

Method used

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  • Buckling-restrained steel plate shear wall structure easy to assemble
  • Buckling-restrained steel plate shear wall structure easy to assemble
  • Buckling-restrained steel plate shear wall structure easy to assemble

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Embodiment Construction

[0025] The present invention will be described in further detail below in conjunction with the accompanying drawings:

[0026] reference figure 1 and figure 2 The easy-to-assemble buckling steel plate shear wall structure of the present invention includes a first horizontal edge member 1, a second horizontal edge member 7, a first vertical edge member 13, a second vertical edge member 4, a steel plate 11, a first Channel steel connector 16, second channel steel connector, third channel steel connector 10, fourth channel steel connector, several first screw-type studs 12 and several second screw-type studs; first horizontal edge member The two ends of 1 are respectively connected to the upper end of the first vertical edge member 13 and the upper end of the second vertical edge member 4, and the two ends of the second horizontal edge member 7 are respectively connected to the lower end and the second vertical edge of the first vertical edge member 13 The lower end of the member 4...

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Abstract

The invention discloses a buckling-restrained steel plate shear wall structure easy to assemble. The buckling-restrained steel plate shear wall structure comprises a first horizontal edge component, a second horizontal edge component, a first vertical edge component, a second vertical edge component, a steel plate, a first steel channel connecting piece, a second steel channel connecting piece, a third steel channel connecting piece, a fourth steel channel connecting piece, a plurality of first screw type studs and a plurality of second screw type studs. According to the structure, a fabricated structure is adopted, and the field construction time is short; the problems that in a traditional combined steel plate shear wall, cast-in-place reinforced concrete cover plates are damaged earlier than a wall plate, and the wall plate cannot be constrained effectively can be effectively solved; and the long-time performance and durability of the reinforced concrete plates are good. By means of the adoption of a base plate, the problems of mounting difficulty and the like caused by construction errors are effectively removed.

Description

Technical field [0001] The invention relates to a steel plate shear wall structure, in particular to an anti-buckling steel plate shear wall structure that is easy to assemble. Background technique [0002] The steel plate shear wall structure is a new type of lateral force resistance system that is developed and developed on the basis of the theoretical study of thin web beams, with steel frames embedded in steel plates as the basic structural unit. The steel plate shear wall has the following good superior properties: ①The initial lateral stiffness is large, the hysteretic performance is stable, the energy dissipation capacity is strong, the ductility is large, and the ability to resist deformation under cyclic loads is good. ②For the steel frame-reinforced concrete core tube structure, if the core tube is changed to a steel plate wall structure, its rigidity and ductility can be significantly improved, matching the material, ductility and rigidity of the outer frame to achieve...

Claims

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Application Information

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IPC IPC(8): E04B2/60E04B1/98E04C2/28E04H9/02B32B15/18B32B15/04B32B13/06B32B7/08B32B33/00
CPCE04B2/60E04C2/28E04H9/02B32B7/08B32B13/06B32B15/04B32B15/18B32B33/00B32B2607/00B32B2307/542
Inventor 于金光王雪军郝际平
Owner XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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