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An Improved Combined Shear Wall Structure

A shear wall and improved technology, applied in truss structures, walls, building components, etc., can solve the problems of insufficient strong earthquake resistance, thin parts, complex structure, etc., and achieve excellent hysteretic energy dissipation performance and seismic performance. Excellent, simple structure

Active Publication Date: 2016-01-06
HUAQIAO UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the structure of this utility model is relatively complicated, and each part is relatively thin, and it is more likely to be damaged after bearing heavy and fragile concrete, and the resistance to strong earthquakes is insufficient.

Method used

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  • An Improved Combined Shear Wall Structure
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Examples

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Embodiment Construction

[0026] In order to further explain the technical solutions of the present invention, specific examples are given below to illustrate in detail.

[0027] A kind of improved combined limb shear wall structure of the present invention, as figure 1 with 2 As shown, including the wall pier 1 and its connecting beam 2.

[0028] The wall body 1 is made of reinforced concrete. The improvement is that the wall body 1 is fixed with a steel plate 11 parallel to the wall, and the connecting beam 2 is made of steel, and the connecting beam 2 and the steel plate 11 are fixedly connected together.

[0029] Preferably, the steel plate 11 is sandwiched in the wall pier 1 and locked by the shear bolt 3 , specifically, after the screw of the shear bolt 3 passes through the main body of the wall pier 1 and the steel plate 11 at the same time, the shear bolt 3 The nut is locked.

[0030] Preferably, the connecting beam 2 includes two parallel steel plates arranged in parallel up and down, with ...

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Abstract

The invention provides an improved coupled shear wall structure, which comprises a reinforced concrete coupling wall column and coupling beams, wherein steel boards parallel to a metope are fixedly arranged in the coupling wall column, and the coupling beams are steel coupling beams; and the coupling beams are fixedly connected with the steel boards. With the technical scheme, compared with the prior art, the improved coupled shear wall structure has the advantages that the characteristics of the steel coupling beams and the reinforced concrete coupling wall column internally supported by the steel boards are reasonably utilized and organically combined, i.e., the steel coupling beams and the steel boards for internally supporting the coupling wall column are fixedly connected together to form a shear wall structure with high stiffness, superior hysteretic energy consumption property, high strength and good seismic resistance. The shear wall structure has the advantages of simple structure, convenience in construction and strong practicality.

Description

technical field [0001] The invention relates to the field of anti-seismic technology of houses, in particular to an improved combined shear wall structure with high rigidity, excellent hysteretic energy consumption performance and high strength. Background technique [0002] In order to improve the anti-seismic performance of buildings and other houses, most houses adopt a combined shear wall structure. The existing combined shear wall structure generally includes wall piers and connecting beams of the wall piers. [0003] The wall pier constitutes the rigid body of the house wall. The wall pier is generally made of reinforced concrete. The connecting beam is the main component of the connection, force transmission and force absorption between the wall pier and the wall pier, and plays a role in protecting the wall pier. , to maintain the structure of the house, most of the existing connecting beams are made of reinforced concrete materials, such as the Chinese utility model...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B2/56E04B1/58E04B1/98E04C3/04
Inventor 刘阳郭子雄叶勇黄群贤柴振岭
Owner HUAQIAO UNIVERSITY