Implementation method of form support system

Abstract

The invention provides a method for implementing a formwork support system, comprising: a. preparing several column formwork skeletons, several beam formwork skeletons and several plate formwork skeletons; The column formwork skeleton is docked with the column positioning embedded parts and initially fixed by fasteners; d, the beam formwork skeleton is docked with the column formwork skeleton and initially fixed by the first fastener and fasteners; e, docking the plate formwork skeleton with the beam formwork skeleton and preliminarily fixing them through second fasteners and fasteners; f, welding all docking positions; g, connecting the column formwork skeleton, the beam formwork skeleton and the described Carry out blanking of steel bars on the plate formwork skeleton, and bind and fix the steel bars; h, install templates respectively in the first draw-in groove, in the second draw-in groove, and on the plate formwork support skeleton; i, carry out Concrete pouring solves the shortcomings of concrete frame structure buildings in the prior art.

Description

technical field [0001] The invention relates to the technical field of construction, and more specifically, relates to an implementation method of a formwork support system. Background technique [0002] In the prior art, when constructing the beams and columns of a reinforced concrete frame structure building, it is generally necessary to use GPS or theodolite on the finished surface of the floor to set out the wires to locate the position, determine the point of the column, and then bind the column reinforcement and build it with scaffolding. The construction support system of this layer. Then cut the formwork according to the size of the column, fix the formwork with iron nails, then fasten the formwork with square wood, and finally tie the square wood with metal fasteners, that is, formwork support. When the size of the column is large, it is also necessary to punch holes in the wooden formwork, and use screw rod steel cross tie. When the concrete pouring is completed ...

AI Technical Summary

Problems solved by technology

[0004] 1. After the main body of the reinforced concrete frame structure building in the prior art is completed, when indoor and outdoor decoration construction and integrated pipeline hoisting construction are carried out on the main body of the building structure, there is no force-bearing fulcrum on the main body of the building structure, no matter whether the curtain wall is carried out on the facade Whether it is construction or indoor ceiling decoration, it is necessary to plant bars on the main body of the building structure or drive in expansion bolts, which will easily cause problems such as heavy workload, long construction period and damage to the mechanical properties of the main body of the building structure.

[0005] 2. In the specific construction process, the cross-section of beams and columns often changes, which is not conducive to the standardization and unified production of formwork, and increases the difficulty of cutting, supporting, demoulding, recycling, and reusing, thereby reducing construction efficiency.

[0006] 3. When pouring after finishing beam-column reinforcement binding and formwork support, the distance between the reinforcement cage and the formwork needs to be adjusted due to the varicose deformation of the wooden formwork. space, it is difficult to adjust the spacing of the reinforcement cage and formwork

[0007] 4. In the reinforced concrete frame structure buildings in the prior art, when the formwork is supported, scaffolding, square timber and metal fasteners are often required to form a support system to fix the formwork, and the structure of the support system is complex, laborious to build, and the loss of artificial materials is large And the adjustment is difficult. After the pouring of the beam-column slab is completed, it is usually necessary to remove all the scaffolding, square timber and metal fasteners, which consumes construction time and easily leads to an extension of the construction period.

[0008] 5. The construction sequence of the above-mentioned reinforced concrete frame structure building is to first complete the binding of the column reinforcement cage, then form the column formwork, build the floor scaffolding, and finally complete the laying and binding of the beam and floor reinforcement. This work is a tight process and requires various types of work Cooperate with each other, and if the cooperation is not timely, it is easy to cause some types of work to be delayed, resulting in loss of financial resources and manpower

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