Building brickwork and masonry construction method of building brickwork

Abstract

The invention discloses a building brickwork and a masonry construction method of the building brickwork, and relates to a building brickwork of a building. The building brickwork is a brickwork which is built by light-weight aggregate concrete composite blocks; grooves and tongues are formed in the periphery of each light-weight aggregate concrete composite block; the light-weight aggregate concrete composite blocks are respectively 600-1200mm in length, 300-600mm in height and 80-200mm in thickness; the grooves are downward and the tongues are upward in field masonry; and the masonry construction method comprises the following steps: (1) building the brickwork by the blocks, namely building the first block on a foundation or floor ground, building the second composite block in a manner of being staggered with the first block, wherein the staggered-joint is 1 / 2 of the length of the block and is not smaller than 200mm at least; the composite block brickwork is connected with a building structure column and a concrete shear wall; the composite block brickwork is connected with building structure beams and plates; the building brickwork is subjected to deformation joint construction; a parapet wall is subjected to masonry construction; a switch socket is pre-buried and installed; and cable pipelines are laid; (2) fixing door frames and window frames; and (3) building a wall body corner structure by the light-weight aggregate concrete composite blocks.

Description

technical field [0001] The invention relates to a building masonry, in particular to a building masonry and a construction masonry method. Background technique [0002] At present, there are two types of popular new building wall materials: [0003] 1. Wall materials are non-clay bricks, including non-clay sintered porous bricks and hollow bricks, concrete hollow bricks and hollow blocks, and sintered shale bricks with a void rate greater than 25%; [0004] 2. Building blocks, including ordinary concrete small hollow blocks, light aggregate concrete small hollow blocks, and autoclaved aerated concrete blocks. [0005] Using these two types of wall materials, the structural system adopts the wet work method. The disadvantages are: slow construction progress, long cycle, many construction procedures, and prone to construction quality problems. The main procedures are: structural column binding steel bar → wall Body masonry → structural column formwork construction → structur...

AI Technical Summary

Problems solved by technology

[0005] Using these two types of wall materials, the structural system adopts the wet work method. The disadvantages are: slow construction progress, long cycle, many construction procedures, and prone to construction quality problems. The main procedures are: structural column binding steel bar → wall Body masonry → structural column formwork construction → structural column concrete construction → structural column formwork removal construction → top skin brick construction → internal and external plastering and leveling → external wall waterproofing construction → external wall insulation construction → internal and external wall surface decoration, etc.; a total of more than ten process

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