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A prefabricated shear wall superimposed structure system and installation method that are convenient for construction

An installation method and shear wall technology, applied in the direction of walls, building components, building structures, etc., can solve the problems of poor waterproof performance, lack of integrity, complex construction of assembled shear walls, etc.

Active Publication Date: 2020-06-26
CHINA CONSTR SEVENTH ENG DIVISION CORP LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] Aiming at the deficiencies in the above-mentioned background technology, the present invention proposes a prefabricated shear wall superimposed structure system and installation method that are convenient for construction, which solves the complex construction, difficult construction, lack of integrity and waterproof performance of the existing prefabricated shear wall poor technical problem

Method used

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  • A prefabricated shear wall superimposed structure system and installation method that are convenient for construction
  • A prefabricated shear wall superimposed structure system and installation method that are convenient for construction
  • A prefabricated shear wall superimposed structure system and installation method that are convenient for construction

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Effect test

Embodiment 1

[0078] Embodiment 1, a prefabricated shear wall composite structure system that is convenient for construction, including vertical component connections and horizontal component connections, such as figure 1 with figure 2 As shown, both the vertical and horizontal components include a hollow prefabricated laminated concrete shear wall 1 and a prefabricated floor 3, and the hollow prefabricated laminated concrete shear wall 1 includes two symmetrically arranged thin shear walls 1-1, The two thin shear walls 1-1 are connected by truss reinforcement 2-3. Such as Figure 9 As shown, the vertical butt joint surfaces on both sides of the hollow prefabricated composite concrete shear wall 1 are provided with several shaped anchor bars 2-2 or several bent anchor bars 2-1, and the ends of the bent anchor bars 2-1 The bending angle at the top is 135°.

[0079] Such as Image 6 As shown, the upper end surface of the hollow prefabricated composite concrete shear wall 1 is arranged si...

Embodiment 2

[0083] Embodiment 2, an installation method of a prefabricated shear wall composite structure system that is convenient for construction, including vertical component installation and connection and horizontal component installation and connection, the vertical component installation and connection process is as follows Figure 4-8 shown, including the following steps:

[0084] Step 1: If Figure 4 As shown, the hollow prefabricated composite concrete shear wall 1 of the lower layer is installed and fixed, and concrete is poured in the middle of the two thin shear walls 1-1 until the concrete is 10-20cm away from the top of the thin shear wall.

[0085] Step 2: Horizontally hoist the prefabricated floor slabs 3 on both sides of the hollow prefabricated laminated concrete shear wall 1 described in step 1, so that the annular anchoring steel bar 2 on the upper part of the hollow prefabricated laminated concrete shear wall 1 described in step 1 is -2 intersects with the annular ...

Embodiment 3

[0099] Embodiment 3, an installation method of a prefabricated shear wall superimposed structural system that is convenient for construction, the T-shaped connection includes T-shaped outer ring rib buckle method and T-shaped direct buckle method, and the T-shaped outer ring Ribbons legal as Figure 12 shown, including the following steps:

[0100] Step 13: hoist the three pages of hollow prefabricated laminated concrete shear walls 1 into place, so that the three pages of hollow prefabricated laminated concrete shear walls 1 form a T-shaped arrangement.

[0101] Step 14: Place ring-shaped steel bars 4 at the butt joints of the three-page hollow prefabricated composite concrete shear walls 1 described in step 13. There are two ring-shaped steel bars 4, and the two ring-shaped steel bars 4 form a T-shaped composite bar. The three ends of the T-shaped composite tendons are buckled respectively on the annular anchoring reinforcement bars 2-2 of the three-page hollow prefabricate...

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Abstract

The invention discloses an easy-to-construct assembled shear wall composite structure system and an installation method thereof. The technical problem that the existing assembled shear wall has the disadvantages of complicated connection of components, difficult construction, lack of integrity and poor waterproof performance is solved. The assembled shear wall composite structure system comprisesvertical component connection and horizontal component connection. Both vertical components and horizontal components include hollow prefabricated composite concrete shear walls and prefabricated floor slabs. The hollow prefabricated composite concrete shear walls are horizontally connected and vertically connected through bent anchorage bars and annular anchorage bars. The prefabricated floor slabs are horizontally connected to the top end of the hollow prefabricated composite concrete shear walls on each floor. Each hollow prefabricated composite concrete shear wall includes two symmetricalthin shear walls. Annular anchorage bars buckled to the corresponding hollow prefabricated composite concrete shear wall are arranged around the prefabricated floor slabs. The assembled shear wall composite structure system has the advantages of simple construction, high construction efficiency and good waterproof performance, and has a good popularization and application prospect.

Description

technical field [0001] The invention relates to the technical field of prefabricated building construction, in particular to a prefabricated shear wall superimposed structure system and an installation method that are convenient for construction. Background technique [0002] The prefabricated shear wall structure is a type of prefabricated concrete structure, which is defined as a prefabricated concrete structure in which the shear walls, beams, and slabs of the main force components are partially or entirely composed of prefabricated concrete components. When the traditional prefabricated ring bars are fastened and anchored to the concrete shear wall structure for vertical connection, after the upper and lower walls are in place, the horizontal steel bars need to be penetrated. Every time the horizontal steel bars pass through a certain distance, they will be blocked, requiring workers to carry out time-consuming work. Laborious manual adjustment makes the installation ver...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B2/56E04B1/61
CPCE04B1/61E04B1/612E04B2/56
Inventor 冯大阔宋闻辉郜玉芬
Owner CHINA CONSTR SEVENTH ENG DIVISION CORP LTD