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Double-doped grouting material for repairing pavement and preparation method of double-doped grouting material

A grouting material and pavement technology, which is applied in the field of grouting materials, can solve the problems of poor concrete cohesion, poor high temperature resistance, poor permeability, etc., and achieve good frost resistance, high temperature resistance, and high early strength.

Inactive Publication Date: 2018-03-27
CHANGAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Although cement-based grouting materials have the advantages of rich raw material sources, low price, and high early strength, due to the coarse cement particles, they can only be poured into pores with a diameter greater than 0.2 mm, and it is difficult to pour into medium and small pores. The material also has problems such as poor permeability, low toughness, and poor adhesion to the original pavement concrete; chemical grouting materials have low viscosity, strong permeability, and can be treated for anti-seepage or leakage, but their strength is low, easy to age, and poor in high temperature resistance

Method used

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  • Double-doped grouting material for repairing pavement and preparation method of double-doped grouting material

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0052] The grouting material for airport pavement repair described in this embodiment is composed of component A and component B.

[0053] The raw materials of component A include in parts by mass: 10 parts of water-based epoxy resin, 5 parts of polyurethane, 0.5 part of antioxidant, 0.1 part of defoaming stabilizer, 2 parts of coupling agent, and 0.3 part of surfactant; the coupling agent is γ -Aminopropyltriethoxysilane, the surfactant is sodium dodecylsulfonate; stir evenly according to the parts by mass to obtain component A.

[0054] The raw materials of component B include: 55 parts of Portland cement, 30 parts of aluminate cement, 5 parts of silica fume, 10 parts of fly ash, 8 parts of barite powder, 3 parts of retarder, waste rubber powder 5 parts, 0.1 part of cement strengthening agent, 0.2 part of water retaining agent; sodium citrate is used as retarder; according to these parts by mass, stir evenly in a mixer with a rotating speed of 400r / min to obtain component B....

Embodiment 2

[0060] The grouting material for airport pavement repair described in this embodiment is composed of component A and component B.

[0061] The raw materials of the component A include by mass parts: 12 parts of water-based epoxy resin, 8 parts of polyurethane, 0.7 part of antioxidant, 0.2 part of defoaming stabilizer, 4 parts of coupling agent, 0.5 part of surfactant; coupling agent It is γ-aminoethylaminopropyltrimethoxysilane, and the surfactant is sodium hexadecylsulfonate; the component A is obtained by stirring evenly in parts by mass.

[0062] The raw materials of the component B include in parts by mass: 65 parts of Portland cement, 20 parts of aluminate cement, 7 parts of silica fume, 15 parts of fly ash, 10 parts of barite powder, 2 parts of retarder, waste 6 parts of rubber powder, 0.2 parts of cement reinforcing agent, 0.1 part of water retaining agent; borax is used as retarder; according to this mass parts, stir evenly in a mixer with a rotating speed of 600r / min ...

Embodiment 3

[0068] The double-mixed grouting material for airport pavement repair described in this embodiment is composed of component A and component B.

[0069] The raw materials of component A include in parts by mass: 15 parts of water-based epoxy resin, 3 parts of polyurethane, 0.8 part of antioxidant, 0.3 part of defoaming stabilizer, 1 part of coupling agent, and 0.4 part of surfactant; the coupling agent is γ -Aminoethylaminopropyltrimethoxysilane, the surfactant is sodium hexadecylsulfonate; stir evenly in parts by mass to obtain component A.

[0070] The raw materials of component B include: 70 parts of Portland cement, 25 parts of aluminate cement, 8 parts of silica fume, 12 parts of fly ash, 12 parts of barite powder, 1 part of retarder, waste rubber powder 3 parts, 0.05 parts of cement strengthening agent, 0.3 parts of water retaining agent; sodium tripolyphosphate is used as retarder; according to this mass parts, stir evenly in a mixer with a rotating speed of 800r / min to ...

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Abstract

The invention relates to a double-doped grouting material for repairing a pavement and a preparation method of the double-doped grouting material. The double-doped grouting material is prepared from the following components in parts by weight: 50 to 70 parts of silicate cement, 20 to 30 parts of aluminate cement, 5 to 8 parts of silica fume, 10 to 15 parts of coal ash, 8 to 12 parts of barite powder, 1 to 3 parts of retarding admixture, 10 to 15 parts of waterborne epoxy resin, 3 to 8 parts of polyurethane, 0.5 to 0.8 part of antioxidant, 0.1 to 0.3 part of defoaming stabilizer, 1 to 4 parts of coupling agent, 0.3 to 0.5 part of surfactant, 3 to 8 parts of waste rubber powder, 0.05 to 0.2 part of cement reinforcing agent, and 0.1 to 0.3 part of water retaining agent. The double-doped grouting material prepared by the invention has high permeability, impact and wear resistance, high strength, high toughness, high temperature resistance and good durability, can solidify loose particles,has good binding property with original pavement concrete and is suitable for repairing various pavements.

Description

technical field [0001] The invention relates to the technical field of grouting materials, in particular to a double-mixed grouting material for pavement repair and a preparation method thereof. Background technique [0002] With the rapid development of our country's national economy, the number of civil airports and the density of flights in our country have increased significantly. The airport undertakes heavy cargo and passenger transport tasks, and can quickly transport relief materials during war preparations and disaster relief, playing an irreplaceable role. effect. However, the airport runway is repeatedly subjected to the huge load of aircraft takeoff and landing (such as the take-off weight of Boeing 747 up to 350t), the high-temperature airflow generated by the strong friction between the wheels and the road surface (or the high-temperature airflow ejected by jet aircraft at military airports), and The impact of severe cold and heat, the harsh natural environmen...

Claims

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Application Information

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IPC IPC(8): C04B28/06C04B111/20C04B111/27C04B111/28C04B111/72
CPCC04B28/06C04B2111/00482C04B2111/0075C04B2111/20C04B2111/27C04B2111/28C04B2111/72C04B2201/05C04B2201/10C04B2201/50C04B7/02C04B18/146C04B18/08C04B14/368C04B22/16C04B22/0013C04B24/06C04B24/281C04B24/282C04B18/22C04B24/02C04B24/42C04B24/16C04B24/383C04B24/122C04B22/147C04B22/124C04B20/008
Inventor 田耀刚王帅飞卢东赵成江浩李炜光赵荐郭艳明张军
Owner CHANGAN UNIV
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