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Rebar arrangement method of buildings

A technology for steel bar layout and building, which is applied in the direction of buildings, building components, building reinforcements, etc., can solve the problems of house stability and firmness danger, foundation load, etc., to improve firmness and stability, reduce construction costs, and load-bearing powerful effect

Active Publication Date: 2016-08-24
新疆宏远建设集团有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The more it is added, the greater the load of the house; it also brings a great load to the foundation, which brings danger to the stability and firmness of the house

Method used

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  • Rebar arrangement method of buildings

Examples

Experimental program
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Effect test

Embodiment 1

[0030] see Figures 1 to 2 Shown, a kind of reinforcing bar arrangement method of building construction adopts the mode of bow-shaped arrangement of reinforcing bars, and described method comprises the following steps:

[0031] (1) Build the pouring formwork 3, the top surface of the formwork 3 is flush with the top surface of the load-bearing member 4;

[0032] (2) Arrangement of steel bars, pre-place several positioning ribs 6 on the top surface of the load-bearing member, where the number of positioning ribs 6 is determined according to the distance between the two load-bearing members 4; On the pre-placed positioning ribs 6, the positioning ribs 6 are fixed on the main force ribs 5, and the distance between the main force ribs 5 is 8cm; the positioning ribs 6 are arranged, and the positioning ribs 6 are placed on the main force ribs 5. When the load-bearing member is 4, the arrangement is omitted, and the positioning ribs 6 are connected and fixed to the main ribs 5, and ...

Embodiment 2

[0040] see Figures 1 to 2 Shown, a kind of reinforcing bar arrangement method of building construction adopts the mode of bow-shaped arrangement of reinforcing bars, and described method comprises the following steps:

[0041] (1) Build the pouring formwork 3, the top surface of the formwork 3 is flush with the top surface of the load-bearing member 4;

[0042] (2) Arrangement of steel bars, pre-place several positioning ribs 6 on the top surface of the load-bearing member, where the number of positioning ribs 6 is determined according to the distance between the two load-bearing members 4; On the pre-placed positioning ribs 6, the positioning ribs 6 are fixed on the main force ribs 5, and the distance between the main force ribs 5 is 10cm; the positioning ribs 6 are arranged, and the positioning ribs 6 are placed on the main force ribs 5. When the load-bearing member is 4, the layout is omitted, and the positioning rib 6 is connected to the fixed main rib 5, and the distanc...

Embodiment 3

[0050] see Figures 1 to 2 Shown, a kind of reinforcing bar arrangement method of building construction adopts the mode of bow-shaped arrangement of reinforcing bars, and described method comprises the following steps:

[0051] (1) Build the pouring formwork 3, the top surface of the formwork 3 is flush with the top surface of the load-bearing member 4;

[0052] (2) Arrangement of steel bars, pre-place several positioning ribs 6 on the top surface of the load-bearing member, where the number of positioning ribs 6 is determined according to the distance between the two load-bearing members 4; On the pre-placed positioning ribs 6, the positioning ribs 6 are fixed on the main force ribs 5, and the distance between the main force ribs 5 is 12cm; the positioning ribs 6 are arranged, and the positioning ribs 6 are placed on the main force ribs 5. When the load-bearing member is 4, the arrangement is omitted, and the positioning ribs 6 are connected to the fixed main ribs 5, and the d...

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PUM

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Abstract

The invention discloses a rebar arrangement method of buildings. The rebar arrangement method includes following steps: (1), setting up a pouring formwork; (2), arranging rebars; (3), bending main rebars; (4), arranging anti-shear rebars. A mode of arranging rebars in a bow-shaped manner, so that integral structure firmness can be improved, anti-seismic effect is good, bending resistance is high, and rebar consumption can be reduced.

Description

technical field [0001] The invention relates to the field of building construction, in particular to a steel bar arrangement method for civil low-rise building construction. technical background [0002] With the continuous development of my country's economy, people's living standards continue to improve, and there are more and more buildings. [0003] The construction of a building is inseparable from concrete and steel bars. There are various ways to build a house, but none of them can effectively save the steel bars without reducing the firmness of the building. [0004] Now when building low-rise houses in rural areas or cities, steel bars are added blindly, thinking that the more steel bars added, the stronger the house, and the erection bars are added to the load-bearing components. The more it is added, the greater the load-bearing capacity of the house; it also brings a great load to the foundation, which brings danger to the stability and firmness of the house. ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04C5/04
CPCE04C5/04
Inventor 陆庆祥陆春燕蒙之凯
Owner 新疆宏远建设集团有限公司
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