Semi-rigid base crack trenchless grouting repair material and preparation method thereof

A semi-rigid base and repair material technology, which is applied in the field of semi-rigid base crack trenchless grouting repair material and its preparation, can solve the problem that the treatment effect of reflective cracks is not ideal, cannot play the role of structural reinforcement, and the slurry It is difficult to inject small gaps and other problems, so as to improve the late shrinkage problem, improve the flexibility and tensile elongation, and reduce the content

Inactive Publication Date: 2021-04-20
JIANGSU CHANGLU ENERGY TECH DEV CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Although the grouting effect is affected by factors such as grouting materials, grouting equipment, and on-site construction technology, the performance of the grouting material is the key to the grouting technology, and the performance of the grouting material directly affects the repair effect of the crack.
[0004] At present, the commonly used grouting materials mainly include cement slurry, geopolymer or polyurethane. It is difficult to inject the slurry into small gaps when using cement grouting material, resulting in incomplete repair, and there is still a hidden danger of secondary cracking; using geopolymer grouting material There is a problem of poor post-shrinkage effect, and the use of polyurethane grouting materials cannot play a role in structural reinforcement, and the treatment effect on reflective cracks is not ideal

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0035] The non-excavation grouting repair material for semi-rigid base cracks proposed by the present invention comprises 70 parts of two-component polyurethane prepolymer, 10 parts of diatomite powder, 150 parts of ordinary Portland cement, and 60 parts of water by weight. Sodium tripolyphosphate retarder 1.0 parts.

[0036] Among them, the two-component polyurethane prepolymer, by weight, includes 100 parts of component A (main agent), and component A includes 80 parts of low-viscosity high-functionality rigid foam polyether polyol, 20 parts of CASE polyol, 5 parts Part toughening agent, 0.2 part of catalyst, 0.05 part of foam stabilizer; and 70 parts of component B (curing agent).

[0037] The selected low-viscosity high-functionality rigid polyether polyol has a viscosity of 300-400mPa·s, a hydroxyl value of 402 (mgKOH / g), an acid value of 0.05 (mgKOH / g), a moisture content of 0.05%, and a potassium ion concentration of 1ppm, PH value is 6.3; the selected CASE polyol has ...

Embodiment 2

[0045] The non-excavation grouting repair material for semi-rigid base cracks proposed by the present invention comprises, by weight, 80 parts of two-component polyurethane prepolymer, 12 parts of diatomite powder, 180 parts of slag portland cement, and 70 parts of water. 1.5 parts of glucose retarder.

[0046] Among them, the two-component polyurethane prepolymer, by weight, includes 100 parts of component A (main agent), and component A includes 80 parts of low-viscosity high-functionality rigid foam polyether polyol, 20 parts of CASE polyol, 5 parts Part toughening agent, 0.4 part of catalyst, 0.08 part of foam stabilizer; and 70 parts of component B (curing agent).

[0047] The selected low-viscosity high-functionality rigid polyether polyol has a viscosity of 300-400mPa·s, a hydroxyl value of 427 (mgKOH / g), an acid value of 0.05 (mgKOH / g), a moisture content of 0.05%, and a potassium ion concentration of 1ppm, pH value is 6.5; the selected CASE polyol has a hydroxyl valu...

Embodiment 3

[0055] The non-excavation grouting repair material for semi-rigid base cracks proposed by the present invention comprises, by weight, 100 parts of two-component polyurethane prepolymer, 15 parts of diatomite powder, 200 parts of fly ash Portland cement, and 80 parts of water. part, 2.0 parts of citric acid retarder.

[0056] Wherein the two-component polyurethane prepolymer, by weight, includes 100 parts of A component (main agent), and A component includes 100 parts of low-viscosity high-functionality rigid foam polyether polyol, 25 parts of CASE polyol, 10 parts Part toughening agent, 0.5 part of catalyst, 0.1 part of foam stabilizer; and 100 parts of component B (curing agent).

[0057] The selected low-viscosity high-functionality rigid polyether polyol has a viscosity of 300-400mPa·s, a hydroxyl value of 450 (mgKOH / g), an acid value of 0.08 (mgKOH / g), a moisture content of 0.08%, and a potassium ion concentration of 1ppm, pH value is 6.57; the selected CASE polyol has a ...

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Abstract

The invention relates to a semi-rigid base crack trenchless grouting repair material and a preparation method thereof. The semi-rigid base crack trenchless grouting repair material comprises the following components in parts by weight: 70-100 parts of a two-component polyurethane prepolymer, 10-15 parts of diatomite powder, 150-200 parts of cement, 60-80 parts of water and 1.0-2.0 parts of a retarder. The diatomite, the cement and the polyurethane form a network interpenetrating multi-element composite structure, so that the compactness and the bonding strength of the splicing interface part of the new pavement base layer and the old pavement base layer are favorably improved. The activity of the diatomite can be excited after calcination and ball milling, the average particle size of the calcined and ball-milled diatomite becomes smaller, the particle size distribution is wide, the specific surface area becomes larger, the faster the reaction speed with calcium hydroxide in cement paste is, the more hydration products in unit time are, and the quantity of hydrated calcium silicate in cement paste is increased. The calcium-silicon ratio and the content of calcium hydroxide are reduced, and the strength of cement is improved.

Description

technical field [0001] The invention belongs to a grouting material for roadbed and pavement repair, in particular to a non-excavation grouting repairing material for semi-rigid base cracks and a preparation method thereof. Background technique [0002] Highway disease refers to the phenomenon of cracks, potholes, looseness, hugging, etc. on the road surface under the combined action of driving and natural factors after the road is completed and put into use. Among them, crack diseases are the main ones. Taking Jiangsu Province as an example, crack diseases account for 75% to 95% of highway diseases, and crack diseases are mainly reflective cracks in semi-rigid bases, accounting for 90%. %~95%. [0003] At present, the treatment methods for reflective cracks in semi-rigid base mainly include: overlay treatment, excavation and repair, and grouting reinforcement. It is widely used in the repair of cracks. The method is to use air pressure or hydraulic pressure to inject gro...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04C04B28/08C04B111/72
Inventor 关永胜金光来蔡文龙刘海婷马涛吕浩
Owner JIANGSU CHANGLU ENERGY TECH DEV CO LTD
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