A kind of integrated pouring forming construction method of reinforced concrete shear wall

A technology of reinforced concrete and construction method, which is applied in the construction, building structure, processing of building materials, etc., can solve the problems of complex process, many steps, poor structural mechanical performance and integrity, etc., to simplify the construction process, Overall good effect

Active Publication Date: 2018-01-09
RBS PARTNERS S&T CO LTD
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

On-site construction steps are many, the process is complicated, and the on-site construction period is long
[0003] The traditional prefabricated reinforced concrete shear wall completes the above steps in the factory, and after the fully prefabricated reinforced concrete shear wall is transported to the construction site, it is hoisted and installed. The weight of transportation and hoisting and installation is relatively large, and the connection between prefabricated components The structure is complex, and the mechanical performance and integrity of the structure are not good

Method used

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  • A kind of integrated pouring forming construction method of reinforced concrete shear wall
  • A kind of integrated pouring forming construction method of reinforced concrete shear wall
  • A kind of integrated pouring forming construction method of reinforced concrete shear wall

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Embodiment Construction

[0038] Refer to 1~ Figure 10 , the present invention is a kind of integral pouring molding construction method of reinforced concrete shear wall, shear wall comprises the wall body section that is positioned at the middle part and the end column section that is positioned at both sides of wall body section, is characterized in that, comprises the following steps:

[0039] 1) A number of reinforcement cage main bars 1 are arranged vertically along the shear wall to connect a number of stirrups 2 arranged parallel to each other vertically along the shear wall to respectively form a reinforcement cage 10 for the wall body section and a reinforcement cage 20 for the end column section. Both ends are provided with skeleton steel bars 22 protruding outward;

[0040] 2), install some templates 3 arranged vertically along the shear wall on both sides and end surfaces of the reinforcement cage 20 of the end column section, and each template 3 is fixed by connecting nuts penetrated fro...

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Abstract

The invention discloses an integrated casting molding construction method of a reinforced concrete shear wall. The method includes that a plurality of stirrups and steel reinforcement cage main ribs respectively form a wall section steel reinforcement cage and an end column section steel reinforcement cage, the ends of frame steel bars in the stirrups extend toward the outside to penetrate through templates for fixing the templates so as to form a self-balance wall template assembling structure, after the assembling, the structure is hoisted to the construction site, a wall section shear wall template assembling structure in the middle and the end column section shear wall template assembling structures at the two ends form a shear wall integral template assembling structure, and then the shear wall integral template assembling structure is subjected to concrete casting to form concrete shear wall integral body. The construction method can simplify the construction procedures on site, the structural integrity is good, and the construction method can be applied to the building construction field.

Description

technical field [0001] The invention relates to the field of building engineering construction, in particular to an integrated pouring and forming construction method of a reinforced concrete shear wall. Background technique [0002] Ordinary reinforced concrete shear walls are first bound with vertical steel bars and stirrups to form a reinforcement cage at the construction site, and then the formwork is supported around the shear wall section, and then the concrete is poured. After the concrete solidifies and reaches a certain strength requirement, the shear force is removed. Formwork around the wall section. On-site construction steps are many, the process is complicated, and the on-site construction period is long. [0003] The traditional prefabricated reinforced concrete shear wall completes the above steps in the factory, and after the fully prefabricated reinforced concrete shear wall is transported to the construction site, it is hoisted and installed. The weight o...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04G21/00
CPCE04G21/00
Inventor 刘付钧李盛勇黄忠海郭伟亮
Owner RBS PARTNERS S&T CO LTD
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