Method for reinforcing shear wall structure deformation joint template using fixing plate

Abstract

The invention discloses a method for reinforcing a shear wall structure deformation joint template using a fixing plate. The method is characterized in that the fixing plate is a back edge of a deformation joint inside template of a rectangular member; handles are respectively welded at two ends in one long-side direction of the fixing plate; a preserved groove opening is arranged at the position of the other long side of the fixing plate, which corresponds to a preserved hole of a diagonally-tensioning screw rod; diagonally-tensioning screw rod casing pipes penetrate in an inside template hole and an outside template hole; the diagonally-tensioning screw rods penetrate into the casing pipes; the preserved groove opening of the fixing plate is clamped at a fixing screw cap of the diagonally-tensioning screw rod on the inside template; and finally, a diagonally-tensioning screw cap of the diagonally-tensioning screw rod on the outside template is screwed down so as to fix the inside template and the outside template. The method for reinforcing the shear wall structure deformation joint template using the fixing plate comprises the following steps of: firstly, producing the fixing plate; secondly, mounting the template; thirdly, mounting the fixing plate; and fourthly, dismantling the template. The method disclosed by the invention is suitable for reinforcing the template of any shear wall structure deformation joint and smoothly dismantling the inside template and is flexible and convenient in actual operation.

Description

technical field [0001] The invention relates to a formwork reinforcement method, in particular to a formwork fixing plate reinforcement method for shear wall structure deformation joints, which is applied to the construction of shear wall structure deformation joints in industrial and civil construction projects. Background technique [0002] Most high-rise buildings are reinforced concrete structures, but the reinforcement of the deformation joint formwork of the reinforced concrete shear wall structure has always troubled the construction unit. In the existing construction methods, some use construction on one side first, and then construction on the other side, which will cause waste of labor and prolong the construction period; some use foam boards to fill the middle of the formwork, but the foam boards and formwork cannot be removed, and must be manually chiseled later. In addition, it is easy to run the mold phenomenon, which not only wastes materials, but also cannot ...

AI Technical Summary

Problems solved by technology

[0002] Most high-rise buildings are reinforced concrete structures, but the reinforcement of the deformation joint formwork of the reinforced concrete shear wall structure has always troubled the construction unit

In the existing construction methods, some use construction on one side first, and then construction on the other side, which will cause waste of labor and prolong the construction period; some use foam boards to fill the middle of the formwork, but the foam boards and formwork cannot be removed, and must be manually chiseled later. In addition, it is easy to run out of molds, which not only wastes materials, but also cannot guarantee the progress and quality of the project.

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