Reinforced concrete wall with optimized infilled wall and construction method of reinforced concrete wall

Abstract

The invention discloses a reinforced concrete wall with an optimized infilled wall and a construction method of the reinforced concrete wall. The reinforced concrete wall with the optimized infilled wall comprises an original main body structure, wherein main body columns are arranged at the tops of the two ends of the original main body structure, and vertical seam pulling plates are arranged on the inner sides of the main body columns; a horizontal seam pulling plate is arranged at the top of the original main body structure, a plurality of reinforcing blocks are arranged on the horizontal seam pulling plate in rows, a main body beam is arranged at the tops of the multiple reinforcing blocks, and stress dispersion layers are symmetrically arranged on the two sides of the main body beam and the reinforcing blocks; protective wall formworks are detachably mounted on the outer sides of the two main body columns and the outer sides of the stress dispersion layers through mounting assemblies correspondingly, the multiple protective wall formworks are spliced to form a cavity structure, and filler is poured into the cavity structure. The reinforced concrete wall with the optimized infilled wall is novel in design, reasonable in structural stress, low in cost, high in quality and high in speed, has the effect of facilitating one-time optimization construction of a secondary infilled wall and the main body structure, and can select different numbers of common partition walls according to different buildings for optimization and one-time forming of the main body structure.

Description

technical field [0001] The present invention relates to a concrete wall, in particular to a reinforced concrete wall after the wall is optimized for filling and a construction method thereof, which is mainly used for the replacement of masonry partition walls in house construction projects, and components whose length is less than 8 meters. The utility model belongs to the field of auxiliary technology of building construction supplies. Background technique [0002] Generally speaking, the ordinary partition wall in the traditional design is composed of steel bars (reinforcement type, single specification), blocks (brick type, specification), M7.5 or M10 strength mortar, C20 or C25 strength concrete , steel wire mesh, etc.; compared with the shear wall process, the process is more complicated, with a total of 11 main processes, and there are time intervals between the processes, which cannot be completed at one time. The above-mentioned traditional construction process is: ...

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Problems solved by technology

It has defects such as many construction procedures, complex construction, many types of materials and large consumption, high secondary material handling costs, high labor costs, and many common quality problems.

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