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Entirely prefabricated monolayer steel plate-concrete composite shear wall and assembly method thereof

A combined shear wall and integral prefabrication technology, applied in the processing of walls, building materials, building components, etc., can solve the problem of high labor intensity in the construction of shear steel plates and steel mesh, poor installation accuracy of steel mesh, and difficulty in guaranteeing project quality, etc. problems, to achieve the effect of improving the level of on-site safe and civilized construction, ensuring the quality of the project, and shortening the construction period

Pending Publication Date: 2017-05-10
SHANGHAI NO 4 CONSTR
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] For the existing embedded single-layer steel plate-concrete composite shear wall and its construction technology, the construction labor intensity of shear steel plate and steel mesh is high, the construction efficiency is low and the safety risk is high; the embedded single-layer steel plate produced by the above construction technology- The concrete composite shear wall, the shear steel plate is easy to deform, the installation accuracy of the steel mesh is poor, and the project quality is difficult to guarantee

Method used

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  • Entirely prefabricated monolayer steel plate-concrete composite shear wall and assembly method thereof
  • Entirely prefabricated monolayer steel plate-concrete composite shear wall and assembly method thereof
  • Entirely prefabricated monolayer steel plate-concrete composite shear wall and assembly method thereof

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Embodiment 1

[0025] Example 1: Combining Figure 7 Illustrate the integrally prefabricated single-layer steel plate-concrete composite shear wall 100 of the present invention, which includes several sections of shear steel plates 10 connected together, a reinforcement mesh 20 enclosed outside the shear steel plates 10 and affixed to the shear steel plates 10 and the concrete layer 70 covering the shear steel plate 10 and the steel mesh 20; the above-mentioned steel mesh 20 includes a side-standing reinforcement mesh one 21 and a side-standing reinforcement mesh two 22 positioned at the shear steel plate 10 both sides, and the side-standing reinforcement mesh one 21 and side-standing steel mesh two 22 are integral prefabricated processing.

[0026] The overall prefabricated single-layer steel plate-concrete composite shear wall 100 is assembled from the shear steel plate 10 and the side-standing reinforcement mesh 1 21 and the side-standing reinforcement mesh 2 22 on both sides thereof. Bo...

Embodiment 2

[0031] Embodiment 2: Combination Figure 2 to Figure 7 Illustrate the assembling method of the integrally prefabricated single-layer steel plate-concrete composite shear wall of the present invention, concrete steps are as follows:

[0032] One, such as figure 2 with image 3 As shown, the shear steel plate 10 is hoisted, and the shear steel plate 10 and the reserved shear steel plate 40 are horizontally connected;

[0033] Two, if Figure 4 to Figure 6 As shown, the prefabricated side-standing reinforcement mesh 1 21 and side-standing reinforcement mesh 2 22 are hoisted respectively, so that the side-standing reinforcement mesh 1 21 and the side-standing reinforcement mesh 2 22 are respectively arranged on both sides of the shear steel plate 10, and the side-standing reinforcement Mesh 1 21 and side-standing reinforcement mesh 2 22 are respectively connected with the reserved reinforcement mesh 50 and the shear steel plate 10, thereby forming a fixedly integrated shear st...

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Abstract

The invention discloses an entirely prefabricated monolayer steel plate-concrete composite shear wall and an assembly method thereof, and relates to the technical field of building construction. The problems that existing construction processes are high in labor intensity, low in construction efficiency and high in safety risk, and the quality is difficult to ensure are solved. The shear wall comprises a plurality of sections of shear steel plates connected with one another, a reinforcing mesh which surrounds outside the shear steel plates and is fixedly connected with the shear steel plates, and a concrete layer covering the shear steel plates and the reinforcing mesh. The reinforcing mesh comprises a first lateral vertical reinforcing mesh body and a second lateral vertical reinforcing mesh body which are both subjected to entirely prefabricated machining. The assembly method comprises the steps that the shear steel plates and reserved shear steel plate bodies are lifted and horizontally connected; the first prefabricated lateral vertical reinforcing mesh body and the prefabricated second lateral vertical reinforcing mesh body are lifted, so that the first prefabricated lateral vertical reinforcing mesh body and the prefabricated second lateral vertical reinforcing mesh body are arranged on the two sides of the shear steel plates and connected with a reserved reinforcing mesh and the shear steel plates, and the shear steel plates and the reinforcing mesh which are fixedly connected into a whole are formed; and a film covers outside the shear steel plates and the reinforcing mesh, and a concrete layer is poured outside the shear steel plates and the reinforcing mesh, so that entirely prefabricated monolayer steel plate-concrete composite shear wall is formed.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to an integrally prefabricated single-layer steel plate-concrete composite shear wall and an assembly method thereof. Background technique [0002] At present, the number of super high-rise buildings at home and abroad is increasing, and the complex super high-rise buildings with a height of more than 300m have higher and higher requirements for the mechanical performance of the structural system and components. The steel plate-concrete composite shear wall is composed of inner-filled steel plate and reinforced concrete, and is connected by bolts. It can give full play to the advantages of steel and concrete, and maintain high ductility while improving the bearing capacity of the component. It can effectively reduce the cross-sectional area of ​​the wall and save construction space, so it is increasingly favored by owners and designers. There are three main types of s...

Claims

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Application Information

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IPC IPC(8): E04B2/56E04G21/14
CPCE04B2/56E04G21/14
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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