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Method for reinforcing telescopic supporting system for deformation joint template of shear wall structure

A technology of support system and structural deformation, which is applied in the fields of formwork/formwork/work frame, building structure, and on-site preparation of building components, etc. The effect of quality, shortened construction period and reduced cost

Active Publication Date: 2012-04-11
CHINA MCC17 GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0003] The purpose of the present invention is to aim at the above-mentioned shortcomings existing in the prior art, and to provide a method for strengthening the telescopic support system of the deformation joint formwork of the shear wall structure. Deformation joint construction quality and smooth formwork removal

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  • Method for reinforcing telescopic supporting system for deformation joint template of shear wall structure
  • Method for reinforcing telescopic supporting system for deformation joint template of shear wall structure
  • Method for reinforcing telescopic supporting system for deformation joint template of shear wall structure

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Embodiment Construction

[0019] In order to further describe the present invention, a method for strengthening the telescopic support system of the deformation joint formwork of the shear wall structure according to the present invention will be further described below in conjunction with the accompanying drawings.

[0020] The first step is to make the telescopic support system device.

[0021] First, according to the width of the deformation joint of the shear wall structure and the thickness of the concrete shear wall (13), determine the diameter of the steel pipe required for the steel pipe sleeve (6) of the telescopic support system, the thickness of the pipe wall and the diameter of the supporting rod. parameter. Carry out the making of steel pipe sleeve (6), fixed pin (8), fixed movable shaft (7), screw rod (3), support bar (9), top cover (5) and bottom cover (11) then. Then assemble the parts into a telescopic support system device. The assembly process is: first as Figure 4 As shown, the ...

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Abstract

The invention discloses a telescopic supporting system device and a method for a deformation joint template of a shear wall structure. The invention is characterized by comprising parts, such as a steel tube sleeve, a fixed pin, a fixed movable shaft, a screw rod, a supporting rod piece, a top cover, a bottom cover, an offsetting spring, a rotary handle and the like, wherein the fixed pin, the supporting rod piece and the fixed movable shaft are connected into a whole; the screw rod, the fixed movable shaft and the rotary handle are connected together; the supporting rod piece on the fixed movable shaft extends out of holes on two sides of the steel tube sleeve; and two ends of the steel tube sleeve are welded to the top cover and the bottom cover. The invention also discloses a method for manufacturing and using the telescopic supporting system device, characterized by comprising the following steps of: 1, making the telescopic supporting system device; 2, installing and using the telescopic supporting system device on site; and 3, dismounting the telescopic supporting system device and the template. The method is applicable to synchronous construction of wall bodies on two sides of a deformation joint of the shear wall structure; furthermore, the working period is shortened effectively, the cost is reduced, the quality is guaranteed, and the template can be dismounted successfully.

Description

technical field [0001] The invention relates to a formwork reinforcement method, in particular to a formwork telescopic support system reinforcement method for shear wall structure deformation joints, which is used in the construction of shear wall structure deformation joints in industrial and civil construction projects. Background technique [0002] With the vigorous development of my country's economy, there are more and more small high-rise and high-rise buildings, and most of the small high-rise and high-rise buildings are shear wall structures, and deformation joints are usually set between each unit. Since the distance between the walls on both sides of the deformation joints is small, This brings greater difficulty to the reinforcement of the inner formwork. The existing construction method is to construct one side of the wall first, then fill the deformation joints with foam boards, and then construct the other side of the wall. This method is difficult to remove the...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G21/00E04G11/08E04G13/00
Inventor 胡世杰吴辉瑞
Owner CHINA MCC17 GRP