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Side-vertical integral forming structure and method of shear steel plate and steel mesh on one side

A shear steel plate and integral forming technology, which is applied to building components, building structures, walls, etc., can solve problems such as difficult construction quality assurance, poor installation accuracy, and high safety risks, so as to improve processing accuracy and connection accuracy, and improve construction Efficiency, the effect of guaranteeing the quality of the project

Active Publication Date: 2022-07-01
SHANGHAI NO 4 CONSTR
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] For the structure and construction technology of the existing single-layer steel plate-concrete composite shear wall embedded, the labor intensity is high, the construction efficiency is low, the safety risk is high, the installation accuracy is poor, and the construction quality is difficult to guarantee.

Method used

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  • Side-vertical integral forming structure and method of shear steel plate and steel mesh on one side
  • Side-vertical integral forming structure and method of shear steel plate and steel mesh on one side
  • Side-vertical integral forming structure and method of shear steel plate and steel mesh on one side

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Embodiment 1

[0033] Example 1: Combining Figure 9 The side vertical integral forming structure 100 of the shear steel plate and one side of the reinforcement mesh of the present invention is described. It includes several sections of shear steel plates 10 connected to each other. Reinforcement mesh 20; a number of reinforcement positioning brackets 23 are vertically fixed on the above-mentioned shear steel plate 10, and the reinforcement mesh 20 is fixed with the reinforcement positioning bracket 23, that is to say, the reinforcement mesh 20 is connected to the shearing steel plate 10 through the reinforcement positioning bracket 23 as a whole. . The side-vertical integral forming structure 100 of the shear steel plate and the reinforcement mesh on one side, the shear steel plate 10 and the reinforcement mesh 20 on one side are prefabricated as a whole and then hoisted, which can prevent the shear steel plate 10 from being deformed during the hoisting process; Moreover, the prefabricated...

Embodiment 2

[0037] Example 2: Combination Figure 2 to Figure 9 Describe the side vertical integral forming method of the shear steel plate and one side steel mesh of the present invention, and the specific steps are as follows:

[0038] One, if figure 2 As shown, make the shear steel plate 10 stand on the horizontal plane and temporarily fix it, and vertically fix several rows of reinforcement positioning brackets 23 along the length direction of the shear steel plate 10; Figure 4 As shown, along the width direction of the shear steel plate 10, a number of reinforcing bar limit plates 24 are arranged;

[0039] Second, if Image 6 As shown, several layers of vertical steel bars 25 are arranged along the length direction of the shear steel plate 10, and the vertical steel bars 25 are fixedly connected with the steel bar positioning bracket 23, and the vertical steel bars 25 penetrate through the through holes 241 of the steel bar limit plates 24, such as Figure 7 As shown, several la...

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Abstract

The side-vertical integral forming structure and method of the shear steel plate and one side of the steel mesh of the invention relate to the technical field of building construction. In view of the existing shear steel plate-concrete composite structure and its construction technology, there are problems of low construction efficiency, poor installation accuracy, and difficult to guarantee construction quality. It includes a number of shear steel plates connected to each other; a reinforcement mesh arranged on one side of the shear steel plate; the reinforcement mesh is connected with the reinforcement positioning bracket vertically fixed on the shear steel plate, and the shear steel plate and the reinforcement mesh are an integral prefabricated structure. Side-vertical integral forming method: make the shear steel plate stand on the horizontal ground, fix several rows of reinforcement positioning brackets along the length direction of the shear steel plate, and set up a number of reinforcement limit plates along the width direction of the shear steel plate; along the length direction of the shear steel plate Several layers of vertical steel bars are arranged, the vertical steel bars are fixed with the steel bar positioning brackets and penetrate through the steel bar limit plate, and several layers of transverse steel bars are arranged along the width direction of the shear steel plate; after the vertical steel bars and the horizontal steel bars are fixed, the steel bar limit plate is removed .

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to a side-vertical integral forming structure and method of a shear steel plate and one side of a steel mesh. Background technique [0002] At present, the number of super high-rise buildings at home and abroad is increasing, and complex super high-rise buildings have higher and higher requirements on the mechanical performance of structural systems and components. The steel plate-concrete composite shear wall is composed of shear steel plate, steel mesh and reinforced concrete, and is connected by studs. It can give full play to the advantages of steel and concrete, and improve the bearing capacity of components while maintaining high It can effectively reduce the cross-sectional area of ​​the wall and save the building space, so it is increasingly favored by owners and designers. There are three main types of steel plate-concrete composite shear walls, which are uni...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B2/56
CPCE04B2/56
Inventor 汪小林张铭黄轶谷志旺段博徐鹏程朱利君朱浩韩旭
Owner SHANGHAI NO 4 CONSTR
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