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Shear wall structure system module combination steel wood formwork construction method

A construction method and shear wall technology, which is applied in the direction of formwork/formwork/work frame, building structure, and on-site preparation of building components, which can solve the problem that the formwork structure of large formwork technology is heavy and cannot be implemented , cost impact and other issues, to achieve the effect of significant comprehensive economic benefits, light weight, and many turnover times

Inactive Publication Date: 2019-04-05
CHINA MCC20 GRP CORP
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  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Due to the arbitrary processing length, these woods cannot be reused and can only be discarded, which wastes resources and increases costs
[0003] In addition, the formwork structure of the large formwork technology is heavy and requires a large crane for lifting, which also has a great impact on the cost. In addition, if there is no suitable site to accommodate the crane, the large formwork technology cannot be implemented

Method used

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Embodiment Construction

[0050] The construction method of the shear wall structure system modular combination steel-wood formwork of the present invention, it comprises:

[0051] (1) Installation of shear wall formwork

[0052] 1. Review the positioning reference of the installation position of the wall formwork; nail the presser foot plate according to the setting position.

[0053] 2. The construction personnel first install the wooden bricks or embedded parts under the D formwork of the door opening according to the position line.

[0054] 3. Put the pre-assembled side formwork in place according to the position line, then install the tie rods or diagonal braces, insert the wall-through bolts and plastic sleeves, and the specifications and spacing of the wall-through bolts should be in accordance with the formwork design regulations.

[0055] 4. Clean up the sundries in the wall, and then install the formwork on the other side in the same way, adjust the diagonal braces (tie rods) to make the verti...

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Abstract

The invention relates to a shear wall structure system, in particular to a formwork construction method of a shear wall structure system. The shear wall structure system module combination steel woodformwork construction method includes the steps: shear wall formwork installation: installing the formworks on two sides of a shear wall, and completing previewing; beam formwork installation: ejecting a reference line, installing a beam formwork, installing a horizontal steel ridge and a vertical steel ridge, binding a middle reinforcement cage, and then installing formworks of two sides; floor slab formwork installation: laying scaffold boards on the bottom layer, installing lower supporting columns of a floor slab formwork, and laying laid combination steel wood formworks from one side; additionally arranging horizontal pulling rods or inclined supports among the supporting columns after elevation correction; removing the formworks after concrete meets required formwork removing strength; firstly removing later installed formworks, and then removing previously installed formworks; firstly removing formworks on non-bearing portions, and then removing formworks on bearing portions; firstly removing columns and wall formworks of a steel ribbed floor, then removing floor slab bottom formworks and beam side formworks, and finally removing flange beam bottom formworks. According to the method, construction materials can be recycled, environmental protection is achieved, and construction cost is reduced.

Description

technical field [0001] The invention relates to a shear wall structure system, in particular to a formwork construction method for the shear wall structure system. Background technique [0002] At present, a large number of formwork systems for shear wall structures often use large formwork, wooden supports and steel tension screws. The wood supports are all purchased wood, processed to an appropriate length on site according to requirements, and then connected to the system with carpentry nails. Due to the arbitrary processing length, these woods cannot be reused and can only be discarded, which wastes resources and increases costs. [0003] In addition, the formwork structure of the large formwork technology is heavy and requires a large crane for lifting, which also has a great impact on the cost. In addition, if there is no suitable site to accommodate the crane, the large formwork technology cannot be implemented. Contents of the invention [0004] The invention aim...

Claims

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Application Information

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IPC IPC(8): E04G11/02E04G11/08
CPCE04G11/02E04G11/08
Inventor 宫文军李明轩曹杨代景艳李宁
Owner CHINA MCC20 GRP CORP
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