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A kind of road curing agent and base layer curing method

A curing agent and road technology, applied in the direction of solid waste management, sustainable waste treatment, climate sustainability, etc., can solve the problems of not meeting the comprehensive requirements of road construction, low strength of curing agent, poor curing effect, etc., and achieve the production process Non-toxic and harmless, good road performance, fast curing effect

Active Publication Date: 2020-01-21
郑卫忠
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] However, the above prior art does not solve the problem that the curing agent in the prior art has low strength, large drying shrinkage, and easy cracking, and its properties are greatly affected by soil quality, and the curing effect on clay, organic soil and saline soil with high plasticity index is poor. Even the technical problem of no curing effect can not meet the comprehensive requirements of road construction

Method used

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  • A kind of road curing agent and base layer curing method

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Experimental program
Comparison scheme
Effect test

Embodiment 1

[0043] The road curing agent of the present invention comprises the following components: by weight percentage, cement 10%-15%, lime 1%-5%, fly ash 2%-3%, gypsum 2%-3%, coal gangue 1%-2%, zeolite 1%-2%, sulfonated oil 3%-15%, phosphate 1%-2%, caustic 1%-2%, potassium permanganate 1%-2%, chloride Sodium 2%-4%, Sodium Carbonate 2%-4%, Calcium Carbonate 2%-3%, Silicon Fume 2%-3%, Asphalt 1%-2%, Water Glass 5%-10%, Polyacrylamide 1 %-2%, polyacrylic acid 1%-2%, magnesium sulfate 1%-2%, calcium carbonate 1%-2%, tar 7%-10%, epoxy resin 0.1%-1%, furfural aniline 0.6%- 1%, calcium acrylate 0.3%-1% and carboxymethyl cellulose 0.5%-2%,

[0044] The curing agent is added with water during use;

[0045] The cement, lime, fly ash and gypsum chemically react under the action of water to form gel-like hydrates, including calcium silicate hydrate, calcium aluminate hydrate and calcium hydroxide, which surround the soil particles and harden Form a skeleton, interact with soil particles to f...

Embodiment 2

[0068] As a further preferred embodiment, the road curing agent includes the following components: cement 120KG, lime 3KG, fly ash 30KG, gypsum 30KG, coal gangue 20KG, zeolite 20KG, sulfonated oil 100KG, phosphate 20KG, caustic soda 20KG, potassium permanganate 20KG, sodium chloride 30KG, sodium carbonate 30KG, calcium carbonate 30KG, silicon powder 30KG, asphalt 20KG, water glass 80KG, polyacrylamide 20KG, polyacrylic acid 20KG, magnesium sulfate 20KG, calcium carbonate 20KG, tar 90KG, epoxy resin 10KG, furfural aniline 10KG, calcium acrylate 10KG and carboxymethyl cellulose 20KG.

[0069] Except for the above content, other parts of the curing agent for roads described in the second embodiment are the same as those of the curing agent for roads described in the first embodiment.

Embodiment 3

[0071] As a further preferred embodiment, the road curing agent includes the following components: by weight percentage, cement 150KG, lime 50KG, fly ash 30KG, gypsum 30KG, coal gangue 20KG, zeolite 20KG, sulfonated oil 150KG, phosphoric acid Salt 20KG, caustic alkali 20KG, potassium permanganate 20KG, sodium chloride 40KG, sodium carbonate 40KG, calcium carbonate 30KG, silicon powder 30KG, asphalt 20KG, water glass 100KG, polyacrylamide 20KG, polyacrylic acid 20KG, magnesium sulfate 20KG, Calcium carbonate 20KG, tar 100KG, epoxy resin 10KG, furfural aniline 10KG, calcium acrylate 10KG and carboxymethyl cellulose 20KG,

[0072] Except for the above content, other parts of the road curing agent described in Embodiment 3 are the same as those described in Embodiment 1 and Embodiment 2, and will not be repeated here.

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Abstract

The invention discloses a hardening agent for a road. The hardening agent is prepared from, by weight, 10-15% of cement, 1-5% of lime, 2-3% of fly ash, 2-3% of gypsum, 1-2% of coal gangue, 1-2% of zeolite, 3-15% of sulfonated oil, 1-2% of phosphate, 1-2% of caustic alkali, 1-2% of potassium permanganate, 2-4% of sodium chloride, 2-4% of sodium carbonate, 2-3% of calcium carbonate, 2-3% of silicon powder, 1-2% of asphalt, 5-10% of sodium silicate, 1-2% of polyacrylamide, 1-2% of polyacrylic acid, 1-2% of magnesium sulfate, 1-2% of calcium carbonate, 7-10% of tar, 0.1-1% of epoxy resin, 0.6-1% of aniline furfural, 0.3-1% of calcium acrylate and 0.5-2% of carboxymethyl cellulose. The invention discloses a roadbed hardening method. The hardening agent for the road is adopted for hardening.

Description

technical field [0001] The invention relates to a curing agent for roads and a base curing method, belonging to the technical field of roads and building construction. Background technique [0002] The curing agent for roads is an added substance that consolidates the scattered soil into an integral solid substance with a certain strength during the road construction process. Traditional curing technology is divided into physical curing and chemical curing. Physical solidification is a method to improve soil properties and achieve stable solidification without using any external materials, such as using corresponding equipment to compact the soil to reduce the pore volume of the soil, mixing different soil types, etc. The actual physical changes that lead to stable solidification of soil include evaporation, temperature change, adsorption, etc. For example, when the asphalt emulsion is solidified, the main physical change is evaporation and drying. , mixing various low-con...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B28/02C04B18/08C04B22/14
CPCY02W30/91
Inventor 郑卫忠张冬霞蒋利萍金松灿邓杰
Owner 郑卫忠
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