Wedge-shaped building method for aerated concrete blockwork top

A technology of aerated concrete and block wall, applied in the direction of walls, buildings, building components, etc., can solve the problems of easy rolling of nylon rods, unfavorable shock resistance and earthquake resistance, difficult size of nylon rod gaps, etc., to avoid heat loss and good thermal insulation. effect, the effect of reducing construction costs

Inactive Publication Date: 2010-06-23
天津第四市政建筑工程有限公司 +1
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The disadvantage is that when the filling wall is built close to the superstructure, it is difficult to control the size of the gap between the top of the wall and the superstructure filled with nylon rods. During an earthquake, the nylon rod is prone to rolling, which is not conducive to earthquake resistance

Method used

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  • Wedge-shaped building method for aerated concrete blockwork top
  • Wedge-shaped building method for aerated concrete blockwork top
  • Wedge-shaped building method for aerated concrete blockwork top

Examples

Experimental program
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Embodiment

[0037] The wedge-shaped masonry method at the top of the aerated concrete block wall adopts the block masonry method, and the top of the aerated concrete block wall adopts the method of building wedge-shaped blocks.

[0038] The blocks are cut into wedges along the cutting line 4, and then two wedge-shaped blocks 2 are relatively built together. The upper roof beam 1 and the lower wall body 3 are two wedge-shaped blocks and are relatively built together with the method of gluing between the top layer of the wall body. Masonry wedge-shaped block 2 adopts the knocking method to make the wedge-shaped block masonry firm and orderly. When building masonry, try to arrange the blocks in advance, and the wedge-shaped block joints and the top-layer block joints of the wall are staggered for masonry construction.

[0039] The specific construction requirements of the block masonry refer to the wall construction: the horizontal joints of the blocks should be applied to the surface of th...

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PUM

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Abstract

The invention relates to a wedge-shaped building method for aerated concrete blockwork top, belonging to the technical field of house. The wedge-shaped building method for aerated concrete blockwork top is characterized in that: the aerated concrete blockwork top is subject to construction by building wedge-shaped building blocks. The building method can be used for various filler walls which are built by aerated concrete building blocks in a manner of dry method. The method is characterized in that the last building block of the blockwork top is built according to the method for building wedge-shaped building blocks, so as to achieve the purpose of firm top-full upper building structure with filler wall material. The method having the advantages of simple technology, high construction quality, excellent heat preservation and energy-saving effect, etc. is extensively suitable for the construction of houses and public construction projects.

Description

technical field [0001] The invention belongs to the technical field of building construction, in particular to a wedge-shaped masonry method at the top of an aerated concrete block wall. Background technique [0002] In my country's industrial and civil construction projects, among the types of filled walls in building structures, aerated concrete block walls have become one of the main filled walls in my country's building structures. Infill walls serve to separate rooms and enclose buildings. In the whole building structure, the filling wall generally does not participate in the structural force. When this kind of wall is built to the top, it needs to be "tightened" with its superstructure (beam or slab), so that during an earthquake, the top of the wall will not form a free end and collapse and hurt people. Air-entrained concrete block walls are generally built with cement mortar or mixed mortar, and the horizontal mortar joint is 10-20mm. This construction method is ca...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B2/02
Inventor 刘福林金跃彦沈勤曹文胜孙浩杨宝祥尚坤韩军孙钟靖张铁城安鹏
Owner 天津第四市政建筑工程有限公司
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