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Shear wall template support

A shear wall and formwork technology, which is applied in the direction of formwork/formwork/work frame, formwork/formwork/work frame connection, construction components on-site preparation, etc., can solve the problem of wall distortion, inconvenient formwork positioning and Fixing, poor pouring quality and other problems, to achieve the effect of convenient installation and disassembly, simple and reasonable structure, and convenient processing and manufacturing

Active Publication Date: 2016-08-03
CHINA MCC5 GROUP CORP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The formwork at the end of the traditional shear wall has a single fixed structure when it is built, and the fixing effect is poor. At the same time, the contact angle of the formwork is prone to misalignment, which is not convenient for the positioning and fixing of the formwork. The pouring quality is poor, and it is easy to appear during the pouring process The phenomenon of mold expansion, the wall is prone to distortion after pouring, and the force effect of the wall is poor

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment

[0041] Please refer to Figure 1-7 , this embodiment provides a shear wall formwork support, which is used for the formwork erection at the end of the shear wall, including a reinforcement assembly 300, a support assembly 400, a connection assembly 500, two side formwork 100 arranged oppositely, and two The end formwork 200 between the side formworks 100, when actually erected, the side formwork 100 and the end formwork 200 are erected on the floor or the foundation plane, and the side formwork 100 and the end formwork 200 are spliced ​​to form a pouring cavity, which is opposite to the end formwork 200 One end of the wall is connected with the poured wall or other cavities to be poured. When pouring, the formwork bears the impact force of the concrete. After the pouring is completed, the formwork can be removed after the concrete solidifies to meet the strength requirements. Traditional formwork support, when pouring, misalignment is prone to occur at the contact corner of t...

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PUM

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Abstract

The invention discloses a shear wall template support. The shear wall template support comprises two side templates which are oppositely arranged and an end face template positioned between the two side templates; the end face template is perpendicular to the side templates; a reinforcing component is arranged on the end face template; a supporting component made of a metal material is arranged at the outer side of each side template. The shear wall template support also comprises connecting assemblies; the supporting components are fixed on the corresponding side templates through the connecting assemblies; the reinforcing component is connected and fixed on the end face template through the connecting assemblies. When the shear wall template support is set up, the template is accurate in positioning, a phenomenon that bump angles of the templates are easily displaced is avoided, and the casting quality of a wall body is high.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to a shear wall formwork support. Background technique [0002] Since the 1990s, my country's building structure system has made great progress. A large number of high-rise buildings and super high-rise buildings have been built, and large-scale infrastructure, urban transportation, and expressways have developed rapidly. These modern large-scale building systems require high engineering quality and complex construction techniques. Therefore, building construction technology must be greatly improved. Similarly, new requirements have been put forward for formwork technology. Advanced formwork technology must be used to meet the requirements of modern construction engineering. [0003] Inventor finds in research, traditional shear wall formwork has following shortcoming at least in construction process: [0004] The formwork at the end of the traditional shear wall ha...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G11/06E04G17/14E04G17/065
CPCE04G11/08E04G17/0655E04G17/14
Inventor 白松郭东升谢珲李昌锐覃国兵
Owner CHINA MCC5 GROUP CORP
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