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Assembly type steel reinforced concrete shear wall and construction method thereof

A concrete shear wall and concrete technology, applied in the direction of walls, buildings, building components, etc., can solve the problems that the load of prefabricated components cannot be effectively transferred, and the mechanical properties of prefabricated components cannot be fully exerted, and achieve the effect of high construction efficiency and cost saving.

Pending Publication Date: 2020-01-24
GUANGZHOU UNIVERSITY
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0003] The purpose of the present invention is to solve at least one of the technical problems existing in the prior art, to provide a prefabricated steel concrete shear wall and its construction method, which can solve the problem that the load cannot be effectively transmitted between the prefabricated components of the existing prefabricated shear wall The technical problem of not being able to give full play to the mechanical properties of prefabricated components

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  • Assembly type steel reinforced concrete shear wall and construction method thereof
  • Assembly type steel reinforced concrete shear wall and construction method thereof
  • Assembly type steel reinforced concrete shear wall and construction method thereof

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Embodiment Construction

[0022] This part will describe the specific embodiment of the present invention in detail, and the preferred embodiment of the present invention is shown in the accompanying drawings. Each technical feature and overall technical solution of the invention, but it should not be understood as a limitation on the protection scope of the present invention.

[0023] In the description of the present invention, it should be understood that the orientation descriptions, such as up, down, front, back, left, right, etc. indicated orientations or positional relationships are based on the orientations or positional relationships shown in the drawings, and are only In order to facilitate the description of the present invention and simplify the description, it does not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present invention.

[0024] I...

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Abstract

The invention discloses an assembly type steel reinforced concrete shear wall. The assembly type steel reinforced concrete shear wall comprises a top beam module with a wall pier, a bottom beam modulewith a wall pier and four connectors, wherein a steel reinforced concrete wall board module is arranged between the top beam module with the wall pier and the bottom beam module with the wall pier, and the steel reinforced concrete wall board module comprises concrete and a built-in board arranged in the concrete; each connector comprises a connecting part and a pre-buried part arranged below theconnecting part; the pre-buried parts are separately embedded at the upper and lower sides of the steel reinforced concrete wall board module, the wall pier part of the top beam module with the wallpier and the wall pier part of the bottom beam module with the wall pier; the pre-buried parts embedded at the upper and lower sides of the steel reinforced concrete wall board module are separately connected with the upper and lower ends of the built-in board; and all adjacent connecting parts are connected with each other. The assembly type steel reinforced concrete shear wall comprehensively applies the advantages of steel and concrete materials, so that the load transferring paths of all prefabricated components are clear, and the seismic performance of the assembly type shear wall can beclose to that of a cast-in-site type shear wall.

Description

technical field [0001] The invention relates to the technical field of civil engineering, in particular to an assembled steel concrete shear wall and a construction method thereof. Background technique [0002] In prefabricated structures, the effective transfer of loads between prefabricated components is the key to ensuring the integrity of the structure. The prefabricated components of the existing prefabricated structure are mainly connected by grouting or post-casting joints, which is cumbersome in construction and difficult to guarantee in quality. Especially the tensile brittle behavior of the concrete material itself, if there are defects in the design and structure of the joints, it is easy to make the joint connection area a weak link. Contents of the invention [0003] The purpose of the present invention is to solve at least one of the technical problems existing in the prior art, to provide a prefabricated steel concrete shear wall and its construction method...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B2/56
CPCE04B2/56
Inventor 汪大洋韩启浩张永山区彤辛志勇
Owner GUANGZHOU UNIVERSITY