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High-durability concrete in high-salt service state and preparation method thereof

A durable concrete and service state technology, applied in the field of concrete, can solve the problems of poor corrosion resistance of concrete, reduction of corrosion resistance of concrete, corrosion of concrete, etc.

Active Publication Date: 2021-09-10
天津金隅混凝土有限公司 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] At present, many engineering projects will have relatively harsh natural conditions of high salt and high humidity. This natural condition of high salt and high humidity will cause strong erosion of concrete. If the corrosion resistance of concrete is poor, it will make concrete Corroded, posing a great threat to the safety of structures
The anti-corrosion ability of concrete generally has a great relationship with its anti-cracking ability. If the anti-cracking ability of concrete is poor, there will be different degrees of cracking after construction, and as the use time gets longer and longer, the cracks will gradually disappear. The width will continue to grow. These cracks provide a path for the penetration of chloride ions and sulfate ions, seriously reducing the corrosion resistance of concrete, causing serious corrosion of concrete, and greatly reducing the durability of concrete. stability and safety of the structure

Method used

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  • High-durability concrete in high-salt service state and preparation method thereof
  • High-durability concrete in high-salt service state and preparation method thereof
  • High-durability concrete in high-salt service state and preparation method thereof

Examples

Experimental program
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Effect test

preparation example 1

[0071] At a temperature of 20°C, mix and stir 8mL acrylic acid and 8mL distilled water, then slowly add 20wt% NaOH aqueous solution for neutralization, control the neutralization degree of the reaction system to 84%, and then add 0.008mL N,N-methylene base bisacrylamide and 0.8g sepiolite, stirred and reacted for 30min, then added 0.32mL composite initiator to the reaction system, reacted at a temperature of 55°C for 4h, and then soaked in methanol for washing to remove water-soluble oligomers, The uncrosslinked polymer and unreacted monomers are then dried in an oven at 70°C to constant weight, crushed and passed through a 60-mesh sieve to obtain a sepiolite composite superabsorbent resin.

[0072] Wherein the composite initiator comprises 0.16 mL of L-ascorbic acid with a concentration of 0.5 wt % and 0.16 mL of hydrogen peroxide with a concentration of 0.35 wt %.

preparation example 2

[0074] At a temperature of 28°C, mix and stir 8 mL of acrylic acid and 9.6 mL of distilled water, then slowly add 24 wt% NaOH aqueous solution for neutralization, control the neutralization degree of the reaction system to 86%, and then add 0.016 mL of N,N- Methylbisacrylamide and 2.4g sepiolite, stirred and reacted for 40min, then added 0.48mL composite initiator to the reaction system, reacted at 60°C for 5h, then soaked in methanol for washing to remove water-soluble oligomers , uncrosslinked polymers and unreacted monomers, and then dried in an oven at 70°C to constant weight, crushed through a 60-mesh sieve to obtain a sepiolite composite superabsorbent resin.

[0075] Wherein the composite initiator comprises 0.218mL of L-ascorbic acid with a concentration of 0.55wt% and 0.262mL of hydrogen peroxide with a concentration of 0.4wt%.

preparation example 3

[0077] The difference from Preparation Example 1 is that after adding the composite initiator, 0.24 mL of 10 wt % polyvinyl alcohol aqueous solution was added to the reaction system.

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Abstract

The invention relates to the field of concrete, and particularly discloses high-durability concrete in a high-salt service state and a preparation method of the high-durability concrete. The concrete is prepared from the following raw materials: cement, mineral powder, fly ash, an expanding agent, fine aggregate, red brick powder, coarse aggregate, a water reducing agent, an air entraining agent, an anti-corrosion and anti-rust agent, water, super absorbent resin, reinforced fibers and epoxy resin microcapsules. The preparation method comprises the following steps: S1, mixing the red brick powder and the water, and standing; and s2, mixing and stirring the cement, the mineral powder, the fly ash, the water and the water reducing agent, then adding other raw materials except the epoxy resin microcapsules, continuously stirring, finally adding the epoxy resin microcapsules, and continuously stirring. The concrete disclosed by the invention has relatively high cracking resistance, penetration resistance and mechanical property, so that the concrete has relatively high durability and relatively long service life.

Description

technical field [0001] The application relates to the field of concrete, and more specifically, it relates to a high-durability concrete in a high-salt service state and a preparation method thereof. Background technique [0002] As the most widely used building material, cement concrete has the advantages of rich raw materials, low cost, strong adaptability and convenient application. The cement concrete used in various engineering projects in my country reaches more than 2 billion cubic meters every year. [0003] At present, many engineering projects will have relatively harsh natural conditions of high salt and high humidity. This natural condition of high salt and high humidity will cause strong erosion of concrete. If the corrosion resistance of concrete is poor, it will make concrete Corrosion poses a great threat to the safety of structures. The anti-corrosion ability of concrete generally has a great relationship with its anti-cracking ability. If the anti-cracking...

Claims

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Application Information

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IPC IPC(8): C04B28/04C04B111/20C04B111/34
CPCC04B28/04C04B2111/20C04B2111/343C04B18/141C04B18/08C04B2103/302C04B22/066C04B14/06C04B14/02C04B24/34C04B2103/61C04B24/24C04B24/281C04B24/383C04B2103/0068C04B14/386C04B14/4643C04B14/42C04B18/16
Inventor 高中民段士常张晶晶张忍高瀛洲谷晓光陈军亮刘磊黄天勇
Owner 天津金隅混凝土有限公司