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Secondary structure masonry construction method

A construction method and secondary structure technology, applied in construction, building maintenance, building components, etc., can solve the problem of poor control of wall flatness and verticality, increased difficulty in quality control, and easy occurrence of cracks and hollows, etc. Problems, achieve the effect of reducing material and manual installation costs, good waterproof and anti-seepage effect, frost resistance, environmental protection and non-toxic effect

Inactive Publication Date: 2020-06-26
广东蕉岭建筑工程集团有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] At present, the quality of the flatness and verticality of the wall after the completion of the traditional secondary structure masonry construction is not easy to control, and the surface layer construction can only be carried out after plastering. Plastering construction is often prone to quality problems such as cracks and hollowing, and The traditional construction method has many procedures, the construction progress is slow, and the quality control is more difficult

Method used

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  • Secondary structure masonry construction method
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  • Secondary structure masonry construction method

Examples

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Comparison scheme
Effect test

Embodiment 1

[0031] Example 1: Please refer to figure 1 , a secondary structure masonry construction method specifically comprises the following steps:

[0032] S1. Basic level cleaning: Clean up the debris at the construction site to avoid affecting the subsequent setting-out operation.

[0033] S2. Positioning and setting out: Level the foundation surface or the structural surface of the floor according to the elevation, release the edge line of the wall, the opening of the door and window, and the position line of the core column on the floor, and release the building +0.5m line on the wall and column of each floor, and mark it Door and window opening elevation control point. Construction according to the released line can effectively guarantee the construction quality, and there will be no door, window openings, and core columns being occupied, reducing rework and effectively ensuring the construction progress. After the positioning and setting out is completed, the quality inspectio...

Embodiment 2

[0040] Example 2: Please refer to figure 1, a secondary structure masonry construction method specifically comprises the following steps:

[0041] S1. Basic level cleaning: Clean up the debris at the construction site to avoid affecting the subsequent setting-out operation.

[0042] S2. Positioning and setting out: Level the foundation surface or the structural surface of the floor according to the elevation, release the edge line of the wall, the opening of the door and window, and the position line of the core column on the floor, and release the building +0.5m line on the wall and column of each floor, and mark it Door and window opening elevation control point. Construction according to the released line can effectively guarantee the construction quality, and there will be no door, window openings, and core columns being occupied, reducing rework and effectively ensuring the construction progress. After the positioning and setting out is completed, the quality inspection...

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Abstract

The invention discloses a secondary structure masonry construction method. The secondary structure masonry construction method specifically comprises the following steps that S1, a base layer is cleaned; S2, positioning and paying off are conducted, specifically, a foundation surface or a floor structural surface is leveled according to the elevation, wall side lines, door and window openings andcore column position lines are paid off on a floor slab, a building + 0.5m line is paid off on each layer of wall and column, and door and window opening elevation control points are marked; S3, building blocks are arranged; S4, steel bar planting operation is conducted, specifically, drilling, glue injection and steel bar planting are conducted on the core column and lintel according to the design requirements, and the planted steel bars are anchored and tied with an original structural wall and plate; S5, a filler wall is built, specifically, the filler wall is built according to an engineering design construction drawing; S6, core column concrete is poured, specifically, after the strength grade of wall masonry mortar reaches 1MPa, concrete is poured into an inner cavity of the BM interlocking building blocks to form a core column structure; and S7, a wall top is closed. According to the secondary structure masonry construction method, in the secondary structure construction process, a formwork supporting procedure in the traditional sense is omitted, surface layer construction can be conducted without plastering after masonry is completed, and the advantages of energy saving, material saving and environmental protection are achieved.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to a secondary structure masonry construction method. Background technique [0002] At present, the quality of the flatness and verticality of the wall after the completion of the traditional secondary structure masonry construction is not easy to control, and the surface layer construction needs to be plastered. The traditional construction method has many procedures, the construction progress is slow, and the quality control is more difficult. Contents of the invention [0003] Aiming at the above-mentioned deficiencies in the prior art, the present invention provides a secondary structure masonry construction method. [0004] The present invention is achieved like this: a kind of secondary structure masonry construction method specifically comprises the following steps: [0005] S1. Basic level cleaning: clean up the sundries in the construction site to avoid af...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G23/02E04B2/02E04B2/68E04B2/74E04B2/82
CPCE04B2/02E04B2/68E04B2/74E04B2/821E04G23/0222
Inventor 江涛李万旺卢龙飞杨伟朱宪辉
Owner 广东蕉岭建筑工程集团有限公司
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