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Preparation method of reinforced concrete beam with demounting-free textile reinforced concrete (TRC) bottom mould

A technology of reinforced concrete beams and reinforced concrete, which is applied in the direction of manufacturing tools and ceramic molding machines, can solve the problems of low construction efficiency, uneven surface of components, heavy weight, etc., and improve the quality of the beam bottom, construction efficiency, chlorine resistance Effects of improved ion corrosion ability and reduced cracks and bubbles

Active Publication Date: 2012-12-12
HEBEI UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The technical problem to be solved by the present invention is: provide the preparation method of the reinforced concrete beam of textile fiber net reinforced concrete bottom formwork, replace the existing wooden formwork, bamboo plywood formwork or steel formwork with TRC plate in the reinforced concrete beam, not only overcome the existing There are many disadvantages of wood formwork, bamboo plywood formwork or steel formwork, which are not environmentally friendly, heavy, expensive, low construction efficiency, prone to inaccurate positioning of steel bars and uneven surface of components after formwork removal, and eventually TRC slabs become the mainstay of concrete beams. Part of it is free formwork, which improves the quality of the beam bottom and construction efficiency

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0046] A. Textile fiber mesh reinforced concrete panels, hereinafter referred to as the production process of TRC panels.

[0047] The first step is to determine the size and formwork of the TRC board

[0048] According to GB50214-2001 "Technical Specifications for Composite Steel Formwork", the size of the TRC plate is determined to be 6000mm×300mm×20mm. The length of the TRC plate is 6000mm and the width is 300mm. The thickness is 20mm the same as the thickness of the reinforced protective layer of the beam, and the ordinary steel formwork used for pouring the TRC slab is constructed according to the size of the TRC slab as above;

[0049] The second step, prepare the textile fiberglass mesh

[0050] The textile glass fiber net is made of commercially available alkali-resistant glass fiber. The diameter of the fiber bundle is 3mm, and the net spacing of the fiber bundle is 5mm. , cut into three pieces of mesh with a size of 5995mm×295mm, the length and width of the textile...

Embodiment 2

[0076] A. Textile fiber mesh reinforced concrete panels, hereinafter referred to as the production process of TRC panels.

[0077] The first step is to determine the size and formwork of the TRC board

[0078] According to GB50214-2001 "Technical Specifications for Composite Steel Formwork", the size of the TRC slab is determined to be 1500mm×150mm×10mm, the length of the TRC slab is 1500mm and the width is 150mm, which is the same as the size of the bottom surface of the beam to be used as the bottom formwork of the TRC slab. The thickness is 10mm the same as the thickness of the reinforced protective layer of the beam, and the ordinary steel formwork used for pouring the TRC slab is built according to the size of the TRC slab as above;

[0079] The second step, prepare the textile fiberglass mesh

[0080] The textile glass fiber net is made of commercially available alkali-resistant glass fiber. The diameter of the fiber bundle is 4mm, and the net spacing of the fiber bundl...

Embodiment 3

[0106] A. Textile fiber mesh reinforced concrete panels, hereinafter referred to as the production process of TRC panels.

[0107] The first step is to determine the size and formwork of the TRC board

[0108] According to the building design drawings, the size of the TRC plate is determined to be 7500mm×300mm×25mm. The length of the TRC plate is 7500mm and the width is 300mm. The layer thickness is the same as 25mm, and the ordinary steel formwork used for pouring TRC slabs shall be built according to the size of the TRC slabs determined above;

[0109] The second step, prepare the textile fiberglass mesh

[0110] The textile glass fiber net is made of commercially available alkali-resistant glass fiber. The diameter of the fiber bundle is 5mm, and the net distance between the fiber bundles is 15mm. Cut it into three pieces of mesh with a size of 7495mm×295mm. The length and width of the textile fiberglass mesh are 5mm smaller than the size of the TRC board determined in th...

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Abstract

The invention discloses a preparation method of a reinforced concrete beam with a demounting-free textile reinforced concrete (TRC) bottom mould, which relates to a long strip-shaped structural member for bearing. The preparation method comprises the following steps of: A, manufacturing a textile fleece reinforced concrete board: determining the size of the TRC board, and constructing a common steel mouldboard for the TRC board or customizing the steel mouldboard of the required size according to the size of the TRC board, preparing the textile glass fleece, mixing the concrete prepared according to the mass rate, grouting the concrete in the constructed common steel mouldboard or the customized steel mouldboard, paving the textile glass fleece, maintaining, and demounting the mould; and B, manufacturing the concrete beam with the demounting-free TRC bottom mould: constructing a common steel mouldboard for the TRC board or customizing the steel mouldboard of the required size according to the size of the TRC board, reinforcing bars, grouting the concrete, maintaining, and demounting the mould. The TRC board manufactured by using the method disclosed by the invention replaces the current wood mouldboard, the bamboo plywood mouldboard or the steel mouldboard, so that the defects that the current wood mouldboard, the bamboo plywood mouldboard or the steel mouldboard is not environmental-protection, is large in weight, high in price and low in construction efficiency, and can easily cause the conditions that the reinforcing steel bars cannot be accurately positioned and the surface of the member is not smooth after the mould is demounted, and the like can be overcome.

Description

technical field [0001] The technical proposal of the present invention relates to a long-strip structural member for load-bearing, in particular to a method for preparing a reinforced concrete beam reinforced with a concrete bottom form without dismantling the textile fiber net. Background technique [0002] The construction process of reinforced concrete building structures generally includes the preparation of concrete raw materials and steel reinforcement processing, formwork production and support, reinforcement cage positioning, concrete pouring, formwork removal, and maintenance. Every link here will affect the quality, efficiency and cost performance of engineering construction, two of which are related to formwork. Formwork is an important construction tool with a large quantity and a wide range in the construction of concrete structures. From an economic point of view, formwork projects account for 20% to 30% of the cost of reinforced concrete structures, 30% to 40...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): B28B23/04C04B14/42C04B28/00
Inventor 田稳苓慕儒唐甜赵晓艳王玲王晓伟周明杰
Owner HEBEI UNIV OF TECH
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