Integrated prefabricated part module and mold device and use method

Abstract

The invention discloses an integrated prefabricated part module and mold device and a use method, and belongs to the technical field of house building projects. A bottom formwork, a side formwork, a top formwork and a connecting unit are arranged, a first separating plate and a second separating plate on the bottom formwork are matched with a first positioning structure on the side formwork, a third separating plate and a fourth separating plate on the top formwork are matched with a second positioning structure on the side formwork, the bottom formwork, the side formwork and the top formworkare connected into a whole under the action of the connecting unit, grouting is realized by the aid of through holes in the top formwork, and the positions of reinforcing steel bars are limited on thefirst separating plate, the second separating plate, the third separating plate and the fourth separating plate with poured slurry.

Description

technical field [0001] The invention belongs to the technical field of housing construction engineering, and in particular relates to an integrated prefabricated component module mold device and a method of use. The device can be used for the integrated prefabricated cushion block of the main structure floor reinforcement protection layer of the housing construction project, and effectively solves the problem of double-layer steel mesh on the floor. The problem of space control between sheets and the fixation of prefabricated pads. Background technique [0002] How to control the thickness of the floor slab and the thickness of the protective layer at the bottom of the floor slab has always been a difficult construction process in the construction process of the floor slab reinforcement project. The commonly used method is as follows: First, bind the lower steel mesh on the supported floor formwork, place the bottom prefabricated pad, then bind the upper steel mesh, place th...

AI Technical Summary

Problems solved by technology

The commonly used method is as follows: First, bind the lower steel mesh on the supported floor formwork, place the bottom prefabricated pad, then bind the upper steel mesh, place the horse stool bars after binding, and connect the horse stool bars to the upper and lower sides of the steel bars respectively Binding the mesh, this construction process has the following deficiencies: On the one hand, in the process of binding the steel bars, the upper and lower steel mesh will have inconsistent design spacing or the deviation will occur during the trampling process, which will make the steel mesh The upper and lower sides do not correspond, which increases the difficulty of using horse stool bars to control the distance between the two layers of steel mesh. However, if the "V" shaped horse stool bars are used, there will be a phenomenon of exposed bars on the bottom plate, which increases the hidden danger of steel bar corrosion; on the other hand, horse stool bars The stool bar itself is not fixed firmly, and the position of the two layers of steel mesh cannot be calibrated, which will cause the steel mesh on both sides to shift and reduce the thickness of the floor

Images