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Soil permeability-reducing agent and construction method thereof

A construction method and technology of anti-seepage agent, applied in the direction of soil conditioning materials, chemical instruments and methods, fertilization devices, etc., can solve problems such as leakage, and achieve the effects of excellent performance, optimized preparation, and simple use method

Inactive Publication Date: 2017-07-07
CHANGSHA DESIGN & RES INST OF CHEM IND MIN
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] The above anti-seepage agents have not been reported for the anti-seepage of the soil used to build salt pans in western my country, such as Qinghai, Xinjiang and Tibet, with various specific compositions of surface and shallow soils, especially in many salt lake areas. It contains sulfate, Glauber's salt and gypsum, resulting in a large number of holes with different pore sizes in the soil layer, and the leakage is serious

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0026] A soil anti-seepage agent, consisting of the following active ingredient raw materials in mass fraction: sodium methyl silicate with a mass fraction of 15%, nonionic polyacrylamide with a molecular weight of 0.5% and a molecular weight of 5,000,000, with a mass fraction of 25% The modulus is 2.5, Baume degree is the water glass of 30 ° Be, and massfraction is 3% sodium aluminum sulfate, and massfraction is the calcium hydroxide of 1.5%, and massfraction is the sodium citrate of 2%, and massfraction is 4% hydroxymethylcellulose, 1% triisopropanolamine by mass fraction, and 48% water by mass fraction.

[0027] The object of the specific implementation is a group of shallow soils containing Glauber's salt and gypsum.

[0028] The construction method of the soil anti-seepage agent of the present embodiment, concrete implementation steps are:

[0029] (1) Mix sodium methyl silicate and components other than water glass according to the ratio, and stir evenly to obtain the a...

Embodiment 2

[0035] A soil anti-seepage agent, consisting of the following active ingredient raw materials in mass fraction: sodium methyl silicate with a mass fraction of 12%, nonionic polyacrylamide with a molecular weight of 0.8% with a mass fraction of 3,000,000, and a mass fraction of 20% Modulus is 3.5, Baume degree is the water glass of 40 ° Be, and mass fraction is 5% sodium aluminum sulfate, and mass fraction is the calcium hydroxide of 1.2%, and mass fraction is the sodium citrate of 3%, and mass fraction is 5% % hydroxymethyl cellulose, mass fraction is 2% triisopropanolamine, and mass fraction is 51% water.

[0036] The object of the specific implementation is a group of surface soils containing Glauber's salt.

[0037] The construction method of the soil anti-seepage agent of the present embodiment, concrete implementation steps are:

[0038] (1) Mix sodium methyl silicate and components other than water glass, and stir evenly to obtain an additive mixture;

[0039] (2) Before...

Embodiment 3

[0044] A soil anti-seepage agent, which is composed of the following active ingredient raw materials: 5% sodium ethyl silicate, 0.5% nonionic polyacrylamide with a molecular weight of 3,000,000, and 20% Modulus is 3, Baume degree is the water glass of 35 ° Be, and mass fraction is 3% sodium aluminum sulfate, and mass fraction is 1% calcium hydroxide, and mass fraction is 1% sodium citrate, and mass fraction is 3 % polyanionic cellulose, 1% triisopropanolamine by mass fraction, and 65.5% water by mass fraction.

[0045] The object of the specific implementation is a group of surface soils containing gypsum.

[0046] The construction method of the soil anti-seepage agent of the present embodiment, concrete implementation steps are:

[0047] (1) Mix sodium ethyl silicate and all components other than water glass, and stir evenly to obtain an additive mixture;

[0048] (2) Before construction, add sodium ethyl silicate and water glass successively to the additive mixture obtaine...

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Abstract

The invention relates to a soil permeability-reducing agent and a construction method thereof. The soil permeability-reducing agent provided by the invention comprises the following effectively components in percentage by mass: 5 to 15 percent of sodium organosilicate, 0.5 to 1 percent of nonionic polyacrylamide, 10 to 30 percent of sodium silicate, 3 to 5 percent of aluminium sodium sulfate, 1 to 2 percent of calcium hydroxide, 1 to 3 percent of sodium citrate, 3 to 6 percent of hydroxymethyl cellulose or polyanionic cellulose, 1 to 3 percent of triisopropanolamine and 40 to 70 percetn of water. The raw materials are chemical reagents which are easily available and cheap, the cost is low, the characteristic complementation of the components is taken into full consideration, configuration is optimized and the construction method is simplified, so that the saline-alkali land soil permeability-reducing agent which is excellent in performance, low in cost and simple and convenient in use method is obtained.

Description

technical field [0001] The invention relates to a soil anti-seepage agent and a construction method thereof, in particular to an anti-seepage agent for sulfate-containing soil and a construction method thereof. Background technique [0002] There are internal spaces such as pores and crevices in natural soil, which are easy to permeate and form leakage. Many large-scale water storage facilities such as salt pans, in order to reduce costs, directly use the soil on site as construction materials during the construction process, which will inevitably cause the loss of natural resources in brine due to seepage of salt pans. The seepage of salt fields causes the loss of valuable resources (such as potassium, lithium, etc.) in brine. On the one hand, it reduces the unit production capacity of salt fields and increases production costs; It will have a great impact on the service life and resource supply capacity of the mine. Statistical data over the years have shown that domesti...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C09K17/40E02D31/02C09K107/00
CPCC09K17/40C09K2107/00E02D31/02
Inventor 孙成高谢晶磊蒋世鹏胡淑曾汤建良郑贤福
Owner CHANGSHA DESIGN & RES INST OF CHEM IND MIN