Production method of building assembly component

Abstract

The invention relates to the technical field of building component production, in particular to a production method of a building assembly component. The method comprises the following steps of form box assembling, transverse steel bar inserting, capping, cement paste pouring, form releasing and the like. According to the method, the high-strength steel bars of the three-dimensional network structure can be arranged in the building component without manual binding, mechanical production can be achieved easily, and quality instability caused by manual operation is avoided, the building component with the three-dimensional network structure reinforcing steel bars is high in strength and can meet the requirements of high-standard building components, and the end parts of the steel bars are flush with the outer surfaces of the components, so that transportation and assembly are facilitated, and after the form releasing, concave pits are formed around the ends of the steel bars, so that installation and adhesion of the exterior wall facing of the building are facilitated, and the firmness of connection of exterior wall decorative panels or mortar liner is improved.

Description

technical field [0001] The invention relates to the technical field of building component production, and more specifically, the invention relates to a production method of building assembly components. Background technique [0002] In order to achieve a higher seismic capacity, the connecting structure of the building must have a certain amount of shear resistance and the ability to resist longitudinal tension; The strength and toughness of the material are determined; the ability to resist longitudinal tension is mainly reflected in the connection structure of the building. Traditional buildings, whether they are brick-concrete structures or integrated pouring structures, use steel bar binding connection structures to strengthen the building's ability to resist longitudinal tension. The steel bars are embedded in the building walls, and the steel bars and building walls are connected by concrete The body pouring is integrated, which not only improves the strength of the w...

AI Technical Summary

Problems solved by technology

In order to solve the problems of low binding efficiency and unstable quality of steel bars, the existing factory-produced building concrete components can only use semi-finished steel wire mesh as a reinforced structure, and inject a part of cement slurry into the mold to lay the bottom. Put the cut steel mesh into the mold, and finally pour cement slurry on the steel mesh, dry and demould to form finished building components

Ordinary steel wire mesh has a small wire diameter and weak strength, which is greatly reduced compared with building steel bars. In addition, the steel mesh with a planar mesh structure is sandwiched between two layers of cement slurry to easily form a sandwich structure with three layers of skin. Weak binding at the sandwich level

Does not meet the requirements of high-standard building components for strength, tensile strength, shear resistance, and crushing resistance

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