Wavelike steel webplate shear wall structure

A technology of corrugated steel webs and shear walls, which is applied to walls, building components, building structures, etc., can solve the problems of affecting the construction height of high-rise buildings, the effect of shear resistance is not obvious, and increasing the weight of buildings, so as to improve space utilization High efficiency, easy on-site construction, and the effect of reducing the weight of the building

Active Publication Date: 2010-05-12
ZHEJIANG CTB WAVEFORM STEEL WEB
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The present invention aims at the disadvantages of complex structure, inconspicuous shearing effect, large consumables, increased building self-weight, thus affecting the construction height of high-rise buildings in the prior art, and provides a steel bar that uses corrugated steel webs instead of the original position The concrete wall reduces the self-weight of the building, reduces the basic consumables, greatly improves the earthquake resistance, significantly improves the space utilization rate of the house, and improves the buildable height of the building. Corrugated steel web shear wall structure

Method used

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  • Wavelike steel webplate shear wall structure
  • Wavelike steel webplate shear wall structure
  • Wavelike steel webplate shear wall structure

Examples

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Effect test

Embodiment 1

[0019] Shear wall structures with corrugated steel webs, such as figure 1 , 2 , 4, including the corrugated steel web 1 and the reinforced concrete beams and columns 2 arranged at both ends of the corrugated steel web 1, the surface of the corrugated steel web 1 is prepared with a roughness of 60 μm, and the corrugated steel web 1 and the steel bars arranged on the The steel plate 3 inside the concrete beam column 2 is welded, the steel plate 3 is poured on the surface of the reinforced concrete beam column 2, the corrugated steel web 1 is perpendicular to the plane where the steel plate 3 is located, the steel plate 3 is provided with a rivet 4, and the rivet 4 is completely poured into the reinforced concrete beam Inside column 2. The corrugated steel web 1 is composed of multiple corrugated steel web sub-plates 11 , and the corrugated steel web sub-plates 11 are connected by bolts 5 .

Embodiment 2

[0021] Shear wall structures with corrugated steel webs, such as figure 1 , 2 , 4, including the corrugated steel web 1 and the reinforced concrete beams and columns 2 arranged at both ends of the corrugated steel web 1, the surface of the corrugated steel web 1 is prepared with a roughness of 400 μm, and the corrugated steel web 1 is arranged on the reinforcement The steel plate 3 inside the concrete beam column 2 is welded, the steel plate 3 is poured on the surface of the reinforced concrete beam column 2, the corrugated steel web 1 is perpendicular to the plane where the steel plate 3 is located, the steel plate 3 is provided with a rivet 4, and the rivet 4 is completely poured into the reinforced concrete beam Inside column 2. The corrugated steel web 1 is composed of multiple corrugated steel web sub-plates 11 , and the corrugated steel web sub-plates 11 are connected by bolts 5 .

Embodiment 3

[0023] Shear wall structures with corrugated steel webs, such as figure 1 , 2 , 3, including the corrugated steel web 1 and the reinforced concrete beams and columns 2 arranged at both ends of the corrugated steel web 1, the surface of the corrugated steel web 1 is prepared with a roughness of 60 μm, and the corrugated steel web 1 is arranged on the steel bar The steel plate 3 in the concrete beam column 2 is welded, and the connecting part of the corrugated steel web 1 and the steel plate 3 is poured into the reinforced concrete beam column 2 together. The corrugated steel web 1 is perpendicular to the plane of the steel plate 3, and the corrugated steel web 1 and the The connecting part of the reinforced concrete beam column 2 is provided with studs 6 , and the studs 6 are completely poured into the reinforced concrete beam column 2 . The corrugated steel web 1 is composed of multiple corrugated steel web sub-plates 11, and the corrugated steel web sub-plates 11 are connect...

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Abstract

The invention belongs to the technical field of buildings, in particular a wavelike steel webplate shear wall structure, comprising a wavelike steel webplate and reinforced concrete beam columns arranged at the two ends of the wavelike steel webplate. 50-500 micrometer roughness is prepared on the surface of the wavelike steel webplate; the wavelike steel webplate and a steel plate arranged in each reinforced concrete beam column are welded together, and the wavelike steel webplate is vertical to a plane in which the steel plate is located; rivets are arranged on the steel plate and completely cast in the reinforced concrete beam columns. In the invention, the wavelilke steel webplate is adopted to replace a reinforced concrete wall at the original position, thereby reducing the dead weight of a building and the foundation material consumption, greatly improving the earthquake resisting capacity of the building, remarkably improving the space utilization rate of the houses and improving the buildable height of the building. The combined structure of the wavelilke steel webplate shear wall has the advantages of easy manufacture and on-site construction as well as higher structure integrity, shear resisting capability, rigidity and antifatigue property.

Description

technical field [0001] The invention belongs to the technical field of buildings, in particular to a corrugated steel web shear wall structure. Background technique [0002] The current high-rise building structure generally adopts steel structure or reinforced concrete hybrid structure. The most commonly used in high-rise buildings is the outer steel frame-inner concrete core tube or shear wall structure, or the steel structure is set in the reinforced concrete core tube or shear wall. , to form a steel concrete shear wall, for example, the invention patent application number 200710045637.2, the application date is September 6, 2007, the announcement date is July 30, 2008, the publication number is CN101230602A, and the name is a steel concrete combination The invention patent of the shear wall and its construction method, the reinforcement of the wall adopts two-way double-layer arrangement, and there are edge concealed columns, edge concealed beams and concealed supports ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B2/72
Inventor 孙天明陈惠国
Owner ZHEJIANG CTB WAVEFORM STEEL WEB
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