High-humic-acid soil curing agent and preparation method thereof

A soil solidifying agent and humic acid technology, applied in the field of solidifying agents, can solve the problem of non-toxic organic matter turning into toxic substances, achieve good economic and environmental benefits, simple construction process, and improve the effect of compactness

Inactive Publication Date: 2021-11-23
吉林建筑科技学院
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

There are also strong oxidants for treatment. Under oxidative conditions, non-toxic organic substances may become toxic substances

Method used

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  • High-humic-acid soil curing agent and preparation method thereof

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Experimental program
Comparison scheme
Effect test

Embodiment 1

[0037] A kind of high humic acid soil curing agent, wherein, the mass percent of each substance is: steel slag 35%, fly ash 25%, quicklime 10%, ordinary portland cement 10%, exciter 7%, ion replacement agent 2 %, water-repellent agent 1%, retarder 4%, early strength agent 1%, filler 1%, stabilizer 1%, air-entraining agent 1%, water reducing agent 0.5%, humic acid modifier 1.5% .

[0038] The main chemical composition and mass proportion of the steel slag are 35%-41% of calcium oxide, 7%-12% of magnesium oxide, and 9%-11% of silicon dioxide;

[0039] The main chemical composition and mass proportion of the fly ash are 35%-60% of silicon dioxide, 15%-35% of aluminum oxide, 5%-15% of iron oxide, and 1%-10% of calcium oxide;

[0040] The quicklime is quicklime of grade three or above, and the content of calcium and magnesium is not less than 75%;

[0041] The activator is water glass;

[0042] The ion replacement agent is aluminum chloride;

[0043] Described hydrophobic agent...

Embodiment 2

[0058] Described a kind of high humic acid soil solidifying agent, wherein, the mass percent of each material is: steel slag 30%, fly ash 20%, quicklime 10%, ordinary portland cement 18%, exciter 6%, ion replacement 4% water repellent, 2% water repellent, 4% retarder, 1% early strength agent, 1% filler, 1.5% stabilizer, 1% air-entraining agent, 0.5% water reducing agent, humic acid modifier 1%.

[0059] The main chemical composition and mass proportion of the steel slag are 35%-41% of calcium oxide, 7%-12% of magnesium oxide, and 9%-11% of silicon dioxide;

[0060] The main chemical composition and mass proportion of the fly ash are 35%-60% of silicon dioxide, 15%-35% of aluminum oxide, 5%-15% of iron oxide, and 1%-10% of calcium oxide;

[0061] The quicklime is quicklime of grade three or above, and the content of calcium and magnesium is not less than 75%;

[0062] The activator is sodium hydroxide;

[0063] The ion replacement agent is aluminum chloride;

[0064] Descri...

Embodiment 3

[0079] Described a kind of high humic acid soil solidifying agent, wherein, the mass percent of each material is: steel slag 27%, fly ash 20%, quicklime 12%, ordinary portland cement 15%, exciter 8%, ion replacement 3% water repellent, 2% water repellent, 5% retarder, 1% early strength agent, 2% filler, 2% stabilizer, 1% air-entraining agent, 0.5% water reducing agent, humic acid modifier 1.5%.

[0080] The main chemical composition and mass proportion of the steel slag are 35%-41% of calcium oxide, 7%-12% of magnesium oxide, and 9%-11% of silicon dioxide;

[0081] The main chemical composition and mass proportion of the fly ash are 35%-60% of silicon dioxide, 15%-35% of aluminum oxide, 5%-15% of iron oxide, and 1%-10% of calcium oxide;

[0082] The quicklime is quicklime of grade three or above, and the content of calcium and magnesium is not less than 75%;

[0083] Described activator is water glass and sodium hydroxide, and the ratio of the two is 1:1;

[0084] The ion r...

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Abstract

The invention belongs to the technical field of curing agents, and particularly relates to a high-humic-acid soil curing agent and a preparation method thereof. The high-humic-acid soil curing agent comprises substances in percentage by mass: 25%-40% of steel slag, 15%-25% of fly ash, 10%-15% of quick lime, 10%-20% of ordinary Portland cement, 6%-10% of an exciting agent, 1%-5% of an ion replacing agent, 1%-3% of a water repellent, 4%-6% of a retarder, 1%-2% of an early strength agent, 1%-3% of a filling agent, 1%-3% of a stabilizer, 1%-2% of an air entraining agent, 0.5%-1% of a water reducing agent and 0.5%-2% of a humic acid modifier. The high-humic-acid soil curing agent has the effects and advantages that the influence of humic acid on soil can be effectively reduced, the shear strength, the compressibility and the water stability of the soil are improved, the pore size, the compressibility and the permeability of the soil are reduced, and good economic and environmental benefits are achieved.

Description

technical field [0001] The invention belongs to the technical field of curing agent. In particular, it relates to a high humic acid soil stabilizer and a preparation method thereof. Background technique [0002] In order to meet the needs of production and life, people have long applied plant fibers to improve the engineering properties of soil. With the invention of lime, lime became a soil improvement material. Since the invention of cement, cement soil has gradually gained people's attention due to its excellent reinforcement effect. Because lime soil and cement soil have good mechanical properties and water stability, and have a certain degree of frost resistance, they are widely used in the construction of roads, ports, airports and other projects. [0003] Some special soils in nature have low strength, unstable properties, and expansion and contraction when exposed to water and dehydration, so they cannot be directly used as filling materials for engineering constr...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/26C04B28/14
CPCC04B28/26C04B28/144C04B2201/50C04B2111/00732C04B18/142C04B18/08C04B7/02C04B22/12C04B2103/65C04B2103/22C04B14/042C04B14/18C04B22/08C04B2103/304C04B2103/302C04B24/24C04B22/064C04B22/062C04B12/04C04B24/122C04B22/16
Inventor 宋双张延年闫飞徐琰回志峰
Owner 吉林建筑科技学院
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