Masonry filler wall reinforcement and plastering constructional column and construction method thereof

Abstract

The invention discloses a masonry filler wall reinforcement and plastering constructional column and a construction method thereof, and belongs to the field of buildings. According to the technical scheme, the masonry filler wall reinforcement and plastering constructional column comprises a masonry body, steel mesh pieces are arranged on the two sides of the masonry body, masonry embedded bars penetrating through the masonry body are connected between the steel mesh pieces, the upper ends and the lower ends of the steel mesh pieces are fixedly connected with upper flat steel and lower flat steel respectively, upper joint bars are fixedly connected with the upper flat steel, lower joint bars are fixedly connected with the lower flat steel, and the inner sides of the steel mesh pieces are smeared with mortar. The masonry filler wall reinforcement and plastering constructional column has the advantages that the steel bar manufacturing and binding link, the constructional column concrete link and the framework erecting and disassembling link for a traditional constructional column are omitted, materials are saved, and labor and time limit for a project are saved; the masonry filler wall reinforcement and plastering constructional column is connected with a structural frame system, and therefore a building stress system is more reasonable; the steel mesh pieces, the flat steel, masonry blocks, review fiber anti-crack mortar and the like are finished products, so that the quality is better guaranteed, and the working period is only 10% that of a traditional method; working procedures are simple, operation is easy and convenient, and universality is high.

Description

technical field [0001] The invention belongs to the technical field of building construction, and in particular relates to a masonry filled wall reinforced plastered structural column and a construction method thereof. Background technique [0002] At present, the strengthening of masonry structures in China mainly adopts the method of setting reinforced concrete structural columns, including reserving steel bars, planting bars, making and binding steel bars, supporting formwork, manually pouring concrete, and removing formwork. The remaining steel bars are connected to the concrete structural columns, and the concrete structural columns are connected to the concrete frame structure through the upper and lower steel bars. The method has long construction period, cumbersome procedures, difficult quality control and high comprehensive cost. In addition, the existing earthquake-resistant construction method for strengthening some dilapidated building structures adopts the in...

AI Technical Summary

Problems solved by technology

This method has a long construction period, cumbersome process, difficult quality control, and high overall cost.

In addition, the existing earthquake-resistant construction method for strengthening some dilapidated building structures adopts the installation of steel plates and connecting tie bars on the basis of the original wall. This method often requires drilling holes in the wall to embed the steel bars, resulting in The structure of the block itself is damaged twice, which will also make the wall itself uneven

Images