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Concrete sealing curing agent

A sealing and curing agent, concrete technology, applied in the field of concrete sealing and curing agents, can solve the problems of unsatisfactory improvement of the water resistance of concrete structures, and achieve the effects of good corrosion resistance, anti-alkali prevention, and small size

Active Publication Date: 2017-05-24
湖北省路桥集团有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Concrete sealing and curing agent is a multi-component chemical reagent with low viscosity. After being coated on the surface of the concrete structure, it can quickly penetrate into the interior of the concrete structure due to capillary action and react with the free calcium inside to form an insoluble amorphous state. Calcium silicate hydrate can block the pores of concrete structures and improve their hardness and water resistance. However, the existing concrete sealing and curing agents are not ideal for improving the water resistance of concrete structures.

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0026] A concrete sealing and curing agent, comprising component A100g and component B100g of independent packaging, component A comprises the following components: particle size is 5-10nm, 20% sodium silicate; particle size is 10-20nm, 10% 10% silica sol; 4% photocatalyst; 0.5% penetrating agent; 0.5% surfactant; 0.5% surface modifier; 0.5g defoamer; the balance is deionized water.

[0027] Described silica sol is nanoscale silica sol

[0028] The photocatalyst is nano zinc oxide;

[0029] The penetrating agent is polyethylene oxide of different molecular weight;

[0030] Described tensio-active agent is sodium lauryl sulfate;

[0031] The surface modifier polyvinyl acetate emulsion;

[0032] The defoamer is a silicone defoamer.

[0033] Component B includes the following components: 0.3% graphene, 35% organosilicon-modified water-based epoxy resin; 10% silica sol; 1% catalyst, 1% stabilizer, 1% organosilicon water repellent, and the balance is to remove ionized water. ...

specific Embodiment 2

[0040]The difference between specific embodiment 2 and specific embodiment 1 lies in the construction method: the concrete surface is cleaned up; component A is placed in a high-pressure sprayer, and the concrete surface is diffusely sprayed, and component A is coated after the surface is fully wetted. Spread evenly and repeat once; after that, place component B in a high-pressure sprayer and spray it on the concrete surface. After the surface is fully wetted, apply component A evenly.

[0041] The experimental results show that after the concrete structure surface is coated with the concrete seal curing agent provided by embodiment 2, its surface Mohs hardness is 8, and its wear resistance is 88L / cm 3 , The water absorption rate is 0.47%, and the droplet contact angle is 99°.

specific Embodiment 3

[0043] The difference between specific embodiment 3 and specific embodiment 1 lies in the construction method: the concrete surface is cleaned up; component A is placed in a high-pressure sprayer, and the concrete surface is diffusely sprayed, and component A is coated after the surface is fully wetted. Spread evenly and repeat once; after that, place component B in a high-pressure sprayer and spray it on the concrete surface. After the surface is fully wet, apply component A evenly and repeat once.

[0044] The experimental results show that after the concrete structure surface is coated with the concrete sealing and curing agent provided by embodiment 3, its surface Mohs hardness is 8, and its wear resistance is 89L / cm 3 , The water absorption rate is 0.33%, and the droplet contact angle is 103°.

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Abstract

The invention provides a concrete sealing curing agent. The concrete sealing curing agent is prepared from a component A and a component B, which are packaged independently, wherein the component A is prepared from the following components in percentage by weight: 20 weight percent to 25 weight percent of sodium silicate, 5 weight percent to 15 weight percent of poly-lithium silicate, 5 weight percent to 15 weight percent of silica sol, 3 weight percent to 7 weight percent of a photocatalyst, 0.5 weight percent to 1 weight percent of a penetrating agent, 0.5 weight percent to 1 weight percent of a surfactant, 0.4 weight percent to 0.6 weight percent of a surface modifier, 0.4 weight percent to 0.6 weight percent of a de-foaming agent and the balance of de-ionized water; the component B is prepared from the following components in percentage by weight: 0.2 weight percent to 0.6 weight percent of graphene, 25 weight percent to 45 weight percent of organic silicon modified water-based epoxy resin, 5 weight percent to 15 weight percent of silica sol, 0.1 weight percent to 2 weight percent of a catalyst, 0.1 weight percent to 3 weight percent of a stabilizer and the balance of de-ionized water. The concrete sealing curing agent provided by the invention has the advantages of reasonable design, high rigidity, high permeability, good wearing resistance and good waterproof performance, and also has a protection effect on concrete.

Description

technical field [0001] The invention belongs to the technical field of protective treatment of concrete materials, and in particular relates to a concrete sealing and curing agent. Background technique [0002] Concrete refers to a mixture made of cement, granular aggregate, water, chemical admixtures and mineral admixtures that need to be added in an appropriate proportion. It has the advantages of economy, durability, fire resistance, and high compression resistance. It is one of the most important civil engineering materials in contemporary times. [0003] During the hardening process of concrete, the surface layer and the internal structure contain a large number of interpenetrating pores. As a result, during the service process of concrete structures, it is often difficult to resist the erosion of corrosive substances in the environment due to poor surface quality or insufficient compactness, resulting in the performance of concrete structures. The accelerated deterior...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B24/42
CPCC04B40/0039C04B2103/60C04B2103/603C04B2103/61C04B2103/69C04B22/08C04B18/148C04B22/06C04B24/281C04B24/16C04B24/26C04B24/42C04B22/02C04B24/122
Inventor 郝才平聂琼周乐木卢益明陈彬夏威李湘华
Owner 湖北省路桥集团有限公司
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