Anti-seepage anti-corrosion cement-clay solidifying slurry and preparation method thereof

A technology of clay slurry and clay, which is applied in the field of grouting materials and geotechnical engineering materials in the discipline of water conservancy and hydropower, can solve the problems that clay slurry is difficult to consolidate and the fusion of consolidation boundaries is poor, and achieves less loss, good deformation coordination, and stability Good results

Inactive Publication Date: 2017-06-20
浙江广川工程咨询有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0007] For the above-mentioned technical problems of the prior art, the purpose of the present invention is to provide a kind of anti-seepage and anti-corrosion cement-clay solidified slurry and preparation method thereof, after adding curing agent, early strength agent, stabilizer in clay-cement slurry, make The poorly bonded clay slurry has become a kind of anti-seepage and anti-corrosion clay solidified slurry with short setting time, strong groundwa...

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  • Anti-seepage anti-corrosion cement-clay solidifying slurry and preparation method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0040] For the anti-seepage and anti-corrosion cement-clay solidified slurry of Example 1, the ratio of raw materials (100 parts as base) is 25 parts of ordinary clay (dry soil) with a clay content of 26.2%, 6.5 parts of kaolin, and ordinary silicate with P.O 42.5 6 parts of cement, 1.8 parts of curing agent (activated silica, class II fly ash, lime), 0.65 parts of early strength agent (calcium chloride, triethanolamine, sodium silicate, calcium sulfate, potassium aluminum sulfate), organic stabilizer Agent (polyacrylamide) 0.05 parts and water 60 parts.

[0041] The components of the parts by weight of the material (100 parts as the base) are as follows:

[0042] Ordinary clay (dry soil) 25 parts

[0043] Kaolin 6.5 parts

[0044] P. O 42.5 Ordinary Portland cement 6 parts

[0045] Active silica 0.3 parts

[0046] Class II fly ash 1 part

[0047] Lime 0.5 parts

[0048] Calcium chloride 0.2 parts

[0049] Triethanolamine 0.05 part

[0050] Sodium silicate 0.1 parts ...

Embodiment 2

[0058] For the anti-seepage and anti-corrosion cement-clay solidified slurry of Example 2, the ratio of raw materials (100 parts as the base) is 25 parts of ordinary clay (dry soil) with a clay content of 26.2%, 6.5 parts of kaolin, and ordinary silicate with P.O 42.5 5 parts of cement, 2.5 parts of curing agent (activated silica, class II fly ash, lime), 0.95 parts of early strength agent (calcium chloride, triethanolamine, sodium silicate, calcium sulfate), organic stabilizer (polypropylene amide) 0.05 parts and water 60 parts.

[0059] The components of the parts by weight of the material (100 parts as the base) are as follows:

[0060] Ordinary clay (dry soil) 25 parts

[0061] Kaolin 6.5 parts

[0062] P.O 42.5 Ordinary Portland Cement 5 parts

[0063] Active silica 0.5 parts

[0064] Class II fly ash 1.5 parts

[0065] Lime 0.5 parts

[0066] Calcium chloride 0.2 parts

[0067] Triethanolamine 0.05 part

[0068] Sodium silicate 0.2 parts

[0069] Calcium sulfate...

Embodiment 3

[0075] For the anti-seepage and anti-corrosion cement-clay solidified slurry of Example 3, the ratio of raw materials (100 parts as base) is 25 parts of ordinary clay (dry soil) with a clay content of 26.2%, 6.5 parts of kaolin, and ordinary silicate with P.O 42.5 3.4 parts of cement, 3.5 parts of curing agent (activated silica, class II fly ash, lime), 1.5 parts of early strength agent (calcium chloride, triethanolamine, sodium silicate, calcium sulfate, potassium aluminum sulfate), organic stabilizer Agent (polyacrylamide) 0.1 part and water 60 parts.

[0076] The components of the parts by weight of the material (100 parts as the base) are as follows:

[0077] Ordinary clay (dry soil) 25 parts

[0078] Kaolin 6.5 parts

[0079] P.O 42.5 ordinary portland cement 3.4 parts

[0080] Active silica 0.5 parts

[0081] Class II fly ash 2 parts

[0082] 1 part lime

[0083] Calcium chloride 0.2 parts

[0084] Triethanolamine 0.05 part

[0085] Sodium silicate 0.5 parts

[...

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Abstract

The invention relates to an anti-seepage anti-corrosion cement-clay solidifying slurry, which is prepared from the following raw materials in parts by weight: 25 to 30 parts of common clay (water-free soil), 6 to 8 parts of kaolin, 3 to 6 parts of cement, 1 to 3.5 parts of curing agent, 0.5 to 1.5 parts of early strength agent, 0.01 to 0.1 part of organic stabilizer, and 55 to 60 parts of water. According to the anti-seepage anti-corrosion cement-clay solidifying slurry provided by the invention, the curing agent, the early strength agent and the stabilizer are added in a clay-cement slurry, so that the clay slurry with poor cementation becomes the anti-seepage anti-corrosion cement-clay solidifying slurry with short setting time, high erosion resistance, good mobility, simplicity in construction, and low cost, and the problem that the cement slurry is poor in solidification boundary fusion in an earth and rockfill dam, and the problems of ground stabilization, water sealing and leaking stoppage, anti-sloughing anti-settling project quality and reliability existed in geotechnical engineering are solved.

Description

technical field [0001] The invention relates to the technical field of geotechnical engineering materials in the subject of water conservancy and hydropower, in particular to an anti-seepage and anti-corrosion cement-clay solidified slurry and a preparation method thereof, which belongs to the technical field of grouting materials and is suitable for reservoirs, ponds, embankments, and mine tailings Anti-seepage or filling reinforcement treatment of dam and other projects. Background technique [0002] Most of the large and small ponds, reservoirs, and embankments in our country were built around the 1960s. In view of the material and financial resources and technical level at that time, most of the dams were earth dams. Due to historical reasons, the dam foundation of the water conservancy project was poor in quality, the quality of the filling materials for the dam body was poor, and there were hidden dangers of termites and mice gnawing. In addition, it was in disrepair f...

Claims

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Application Information

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IPC IPC(8): C04B28/04C04B111/20C04B111/34C04B111/70
CPCC04B28/04C04B2111/00293C04B2111/20C04B2111/346C04B2111/70C04B2201/50C04B14/10C04B14/106C04B14/06C04B18/08C04B22/064C04B22/124C04B24/122C04B12/04C04B22/148C04B22/143C04B24/2652C04B22/002
Inventor 史燕南李红文张超杰陶加杰江晓益陈星许小杰吴文华俞炯奇杨炜
Owner 浙江广川工程咨询有限公司
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