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

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...

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

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