An anti-crack and anti-seepage composite material for concrete

A composite material and concrete technology, which is applied in the field of building materials, can solve the problems of concrete frost resistance and corrosion resistance that cannot meet the requirements of society, reduce concrete strength, and high production costs, so as to improve the performance of sulfate corrosion resistance and increase the resistance to corrosion. Permeability, improve the effect of frost resistance

Active Publication Date: 2019-05-03
不二新材料科技有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, due to the widespread shrinkage of concrete, especially large-volume concrete and high-strength concrete, concrete cracks are caused, and concrete strength, anti-seepage, and corrosion resistance are reduced.
However, the obvious defects of shrinkage-compensated concrete materials currently used in the market are: the heat of hydration of concrete is high, the shrinkage and deformation of concrete are large, concrete cracking and leakage are common, and at the same time, the strength of concrete is greatly reduced.
[0005] In view of the above phenomenon, the patent CN 104140219 B discloses an anti-crack and anti-seepage agent for concrete, which includes the following components in the following parts by weight: 10-70 parts of fly ash, 10-50 parts of fluorogypsum, 10-50 parts of phosphate rock slag 70 parts, the anti-cracking and anti-seepage agent for concrete can reduce the heat of hydration, compensate for concrete shrinkage, improve concrete strength, prevent its cracking, leakage, etc., and improve the stability and durability of concrete; but the anti-cracking agent for concrete There are still some defects in the use of anti-seepage agents: 1. The anti-crack and anti-seepage agent for concrete does not have self-cleaning function; Meeting the requirements of society requires further research and improvement
[0006] In addition, in terms of anti-cracking and impermeability composite materials, the industry is currently paying more attention to finding nano-materials such as graphene or other new materials to replace traditional concrete additive formulations, although it can sometimes improve concrete additives to a certain extent. performance, but the production cost is too high. For concrete widely used in civil engineering, the scope of application is narrow

Method used

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  • An anti-crack and anti-seepage composite material for concrete

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Experimental program
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Embodiment 1

[0017] The anti-cracking and impermeability composite material used in this embodiment for concrete includes the following components in parts by weight: 81 parts of calcium carbonate, 1 part of magnesium carbonate, 0.3 part of titanium dioxide, 5 parts of bone glue powder, 0.2 part of zinc oxide, nitric acid 0.4 parts of lead, 1 part of stearic acid, 0.5 parts of palmitic acid and 0.2 parts of polyethylene glycol; among them, the calcium carbonate is light calcium carbonate with a particle size of 1-3 μm, and the zinc oxide is oxidized with a particle size of 360-420 mesh. Zinc powder.

Embodiment 2

[0019] The anti-cracking and impermeability composite material used in this embodiment for concrete includes the following components in parts by weight: 82 parts of calcium carbonate, 2 parts of magnesium carbonate, 0.3 part of titanium dioxide, 5 parts of bone glue powder, 0.2 part of zinc oxide, nitric acid 0.5 part of lead, 1 part of stearic acid, 0.5 part of palmitic acid and 0.2 part of polyethylene glycol; among them, the calcium carbonate is light calcium carbonate with a particle size of 1-3 μm, and the zinc oxide is oxidized with a particle size of 360-420 mesh. Zinc powder.

Embodiment 3

[0021] The anti-cracking and impervious composite material used in this embodiment for concrete includes the following components in parts by weight: 82.5 parts of calcium carbonate, 3.5 parts of magnesium carbonate, 2.15 parts of titanium dioxide, 5.5 parts of bone glue powder, 0.25 parts of zinc oxide, nitric acid 0.55 parts of lead, 10.5 parts of stearic acid, 0.75 parts of palmitic acid and 0.25 parts of polyethylene glycol; among them, the calcium carbonate is light calcium carbonate with a particle size of 1-3 μm, and the zinc oxide is oxidized with a particle size of 360-420 mesh. Zinc powder.

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Abstract

The invention relates to an anti-cracking and anti-permeability composite material for concrete. The composite material comprises the following components in parts by weight: 82 to 83 parts of calciumcarbonate, 2 to 5 parts of magnesium carbonate, 0.3 to 4 parts of titanium dioxide, 5 to 6 parts of bone glue powder, 0.2 to 0.3 part of zinc oxide, 0.5 to 0.6 part of lead nitrate, 1 to 20 parts ofstearic acid, 0.5 to 1.0 part of palmatic acid, and 0.2 to 0.3 part of polyethylene glycol. The composite material has the advantages that the composite material has a self-cleaning function and can effectively improve the anti-frost property and erosion resistance of concrete.

Description

technical field [0001] The invention belongs to the field of building materials, in particular to an anti-crack and anti-seepage composite material used for concrete. Background technique [0002] Concrete is one of the most important civil engineering materials in contemporary times and is widely used in all aspects of construction. However, due to the widespread shrinkage of concrete, especially large-volume concrete and high-strength concrete, concrete cracks are caused, and the performance of concrete strength, anti-seepage, and corrosion resistance is reduced. However, the obvious defects of shrinkage-compensated concrete materials currently used in the market are: the heat of hydration of concrete is high, the shrinkage and deformation of concrete are large, and phenomena such as concrete cracking and leakage are common, and at the same time, the strength of concrete is greatly reduced. And domestic various types of concrete shrinkage compensating materials, such as e...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B24/32
CPCC04B40/0039C04B14/28C04B14/305C04B24/14C04B22/06C04B22/085C04B24/085C04B24/32
Inventor 郭海峰
Owner 不二新材料科技有限公司
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