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Nonbearing wall construction method

A non-load-bearing wall and construction method technology, applied in the direction of walls, building components, buildings, etc., can solve the problems of low heavy capacity of non-load-bearing walls, affecting the structural strength and safety of buildings, etc. Small safety hazards, the effect of ensuring stability

Inactive Publication Date: 2018-12-11
庐江荣睿建设工程有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] In general buildings, there is no fixed requirement for the thickness of the non-load-bearing wall, which is mainly used for space partition. In order to save space, the thickness of the non-load-bearing wall is generally designed to be thinner, resulting in a lower heavy capacity of the non-load-bearing wall. The load-bearing wall is destroyed, and the non-heavy wall is difficult to bear the load of the building, which affects the structural strength and safety of the building

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0027] A construction method for a non-load-bearing wall, characterized in that it comprises the following steps:

[0028] 1) Pop up the outline of the non-load-bearing wall on the ground, and plant two sets of longitudinal bars with a diameter of 5mm on the ground within the outline by planting bars. The distance between the same set of longitudinal bars is 30 cm, and the distance between two adjacent sets of longitudinal bars is 10cm, the height of the longitudinal reinforcement exposed to the ground is 15cm;

[0029] 2) Bind the horizontal bars on the longitudinal bars. The diameter of the horizontal bars is 5mm, and there are 3 layers. The bottom layer of the bars is close to the ground, and the distance between the adjacent two layers of horizontal bars is 5cm;

[0030] 3) Concrete base for pouring thin-walled walls, the thickness of the concrete base is 20cm, and the height is 10cm;

[0031] 4) Build wall bricks on the concrete base, the brick wall is located between tw...

Embodiment 2

[0043] A construction method for a non-load-bearing wall, characterized in that it comprises the following steps:

[0044] 1) Pop up the outline of the non-load-bearing wall on the ground, and plant two sets of longitudinal bars with a diameter of 5mm on the ground within the outline by planting bars. The distance between the same set of longitudinal bars is 50 cm, and the distance between two adjacent sets of longitudinal bars is 10cm, the height of the longitudinal reinforcement exposed to the ground is 25cm;

[0045] 2) Bind the horizontal bars on the longitudinal bars. The diameter of the horizontal bars is 5mm, and there are 3 layers. The bottom layer of the bars is close to the ground, and the distance between the adjacent two layers of horizontal bars is 10cm;

[0046] 3) Pour the concrete base of the thin wall, the thickness of the concrete base is 20cm, and the height is 15cm;

[0047] 4) Build wall bricks on the concrete base, the brick wall is located between two s...

Embodiment 3

[0059] A construction method for a non-load-bearing wall, characterized in that it comprises the following steps:

[0060] 1) Pop up the outline of the non-load-bearing wall on the ground, and plant two sets of longitudinal bars with a diameter of 6mm on the ground within the outline by planting bars. The distance between the same set of longitudinal bars is 40cm, and the distance between two adjacent sets of longitudinal bars is 12cm, the height of the longitudinal reinforcement exposed to the ground is 20cm;

[0061] 2) Bind the horizontal bars on the longitudinal bars. The diameter of the horizontal bars is 6mm, and there are 3 layers. The bottom layer of the bars is close to the ground, and the distance between the adjacent two layers of horizontal bars is 8cm;

[0062] 3) Pour the concrete base of the thin wall, the thickness of the concrete base is 22cm, and the height is 12cm;

[0063] 4) Build wall bricks on the concrete base, the brick wall is located between two set...

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PUM

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Abstract

The invention discloses a nonbearing wall construction method, and the method comprises the following steps: 1), drawing a contour line of a nonbearing wall on the group, and implanting two groups oflongitudinal bars on the ground in a contour line in a mode of bar implanting; 2), performing the binding of horizontal bars on the longitudinal bars; 3), performing the pouring of a concrete pedestalof a thin wall; 4), laying wall bricks on the concrete pedestal; 5), pouring concrete on the wall bricks; 6), laying three layers of wall bricks on the concrete, and laying a connection bar and a binding bar on the third layer of wall bricks; 7), laying three layers of wall bricks on the connection bar and the binding bar, and performing the rest operations in the same manner: three layers are provided with one connection bar and one binding bar till the wall bricks are laid to a design height. According to the invention, two groups of longitudinal bars are implanted on the group, and the longitudinal bars are provided with horizontal bars for the pouring of the concrete pedestal. The concrete pedestal is provided with wall bricks, and the bricks are located between two groups of longitudinal bars, and then the concrete is poured on the wall bricks, thereby enabling the wall pedestal of the nonbearing wall to be good in stability, and improving the bearing capability of the nonbearingwall.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to a construction method of a non-load-bearing wall. Background technique [0002] A non-load-bearing wall refers to a wall that plays a secondary load-bearing role in a building. A non-load-bearing wall is not non-load-bearing. It means that a non-load-bearing wall is a secondary load-bearing component compared to a load-bearing wall. [0003] In general buildings, there is no fixed requirement for the thickness of the non-load-bearing wall, which is mainly used for space partition. In order to save space, the thickness of the non-load-bearing wall is generally designed to be thinner, resulting in a lower heavy capacity of the non-load-bearing wall. The load-bearing wall is destroyed, and the non-heavy wall is difficult to bear the load of the building, which affects the structural strength and safety of the building. [0004] For places such as shopping malls, it is...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B2/02
Inventor 刘甫山叶良锐叶莉婷邬敏
Owner 庐江荣睿建设工程有限公司