CN115403299A - Preparation method and application of superfine material soil stabilizer - Google Patents
Preparation method and application of superfine material soil stabilizer Download PDFInfo
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- CN115403299A CN115403299A CN202210805001.8A CN202210805001A CN115403299A CN 115403299 A CN115403299 A CN 115403299A CN 202210805001 A CN202210805001 A CN 202210805001A CN 115403299 A CN115403299 A CN 115403299A
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- industrial solid
- solid waste
- preparation
- soil stabilizer
- superfine
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- 239000000463 material Substances 0.000 title claims abstract description 58
- 238000002360 preparation method Methods 0.000 title claims abstract description 54
- 239000003583 soil stabilizing agent Substances 0.000 title claims description 56
- 239000002910 solid waste Substances 0.000 claims abstract description 74
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 50
- 239000000843 powder Substances 0.000 claims abstract description 29
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 26
- 230000032683 aging Effects 0.000 claims abstract description 13
- 238000000227 grinding Methods 0.000 claims abstract description 13
- 229910052742 iron Inorganic materials 0.000 claims abstract description 13
- 239000002689 soil Substances 0.000 claims abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 24
- 239000002893 slag Substances 0.000 claims description 24
- 239000010959 steel Substances 0.000 claims description 24
- 239000010881 fly ash Substances 0.000 claims description 12
- 239000010440 gypsum Substances 0.000 claims description 12
- 229910052602 gypsum Inorganic materials 0.000 claims description 12
- 238000000034 method Methods 0.000 claims 9
- 230000006835 compression Effects 0.000 abstract description 3
- 238000007906 compression Methods 0.000 abstract description 3
- 238000012360 testing method Methods 0.000 abstract description 3
- 238000005452 bending Methods 0.000 abstract 1
- 230000000052 comparative effect Effects 0.000 description 10
- MUBZPKHOEPUJKR-UHFFFAOYSA-N Oxalic acid Chemical compound OC(=O)C(O)=O MUBZPKHOEPUJKR-UHFFFAOYSA-N 0.000 description 9
- MTEZSDOQASFMDI-UHFFFAOYSA-N 1-trimethoxysilylpropan-1-ol Chemical compound CCC(O)[Si](OC)(OC)OC MTEZSDOQASFMDI-UHFFFAOYSA-N 0.000 description 8
- IXPNQXFRVYWDDI-UHFFFAOYSA-N 1-methyl-2,4-dioxo-1,3-diazinane-5-carboximidamide Chemical compound CN1CC(C(N)=N)C(=O)NC1=O IXPNQXFRVYWDDI-UHFFFAOYSA-N 0.000 description 7
- HJVAFZMYQQSPHF-UHFFFAOYSA-N 2-[bis(2-hydroxyethyl)amino]ethanol;boric acid Chemical compound OB(O)O.OCCN(CCO)CCO HJVAFZMYQQSPHF-UHFFFAOYSA-N 0.000 description 7
- 235000010413 sodium alginate Nutrition 0.000 description 7
- 239000000661 sodium alginate Substances 0.000 description 7
- 229940005550 sodium alginate Drugs 0.000 description 7
- 239000002994 raw material Substances 0.000 description 4
- 229920001732 Lignosulfonate Polymers 0.000 description 3
- 239000002202 Polyethylene glycol Substances 0.000 description 3
- 239000002131 composite material Substances 0.000 description 3
- 235000006408 oxalic acid Nutrition 0.000 description 3
- 229920001223 polyethylene glycol Polymers 0.000 description 3
- 229940051841 polyoxyethylene ether Drugs 0.000 description 3
- 229920000056 polyoxyethylene ether Polymers 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- -1 magnesium hexafluorosilicate hexahydrate Chemical compound 0.000 description 2
- 239000004372 Polyvinyl alcohol Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000440 bentonite Substances 0.000 description 1
- 229910000278 bentonite Inorganic materials 0.000 description 1
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 150000002191 fatty alcohols Chemical class 0.000 description 1
- 239000004574 high-performance concrete Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229920002451 polyvinyl alcohol Polymers 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/0028—Aspects relating to the mixing step of the mortar preparation
- C04B40/0039—Premixtures of ingredients
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/006—Boron-containing compounds
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/24—Macromolecular compounds
- C04B24/26—Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
- C04B24/2623—Polyvinylalcohols; Polyvinylacetates
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/24—Macromolecular compounds
- C04B24/28—Macromolecular compounds obtained otherwise than by reactions only involving carbon-to-carbon unsaturated bonds
- C04B24/32—Polyethers, e.g. alkylphenol polyglycolether
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/24—Macromolecular compounds
- C04B24/38—Polysaccharides or derivatives thereof
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/40—Compounds containing silicon, titanium or zirconium or other organo-metallic compounds; Organo-clays; Organo-inorganic complexes
- C04B24/42—Organo-silicon compounds
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Processing Of Solid Wastes (AREA)
Abstract
The invention discloses a preparation method and application of a superfine material soil curing agent, and belongs to the technical field of curing agents. Which comprises the following steps: collecting industrial solid wastes; homogenizing and aging the collected industrial solid waste, then removing iron, sending into a crusher for crushing, metering and batching by a microcomputer to an ultrafine ball mill for grinding, and finally obtaining ultrafine powder; mixing the obtained superfine powder with a treating agent. Tests show that the compression resistance and the bending resistance of the material are superior to those of the prior art.
Description
Technical Field
The invention belongs to the technical field of curing agents, and particularly relates to a preparation method and application of a superfine material soil curing agent.
Background
In the application of the existing silty soil curing agent, because of the influence of raw materials and exciting agents, the variety of the prepared curing agent is single, the application range of the curing agent for curing soil or gravel, sand and stone with different properties is limited, the pertinence is poor, the performance requirement is usually met by increasing the mixing amount of the curing agent in use, the good effect can not be achieved under many conditions, the construction cost is increased, and even hidden danger and secondary pollution to the environment can be brought to the engineering quality.
Disclosure of Invention
1. Problems to be solved
Aiming at the problems in the prior art, the invention provides a preparation method and application of an ultrafine material soil curing agent, and the invention innovatively introduces oxalic acid, polyethylene glycol, lignosulfonate, magnesium hexafluorosilicate hexahydrate, gamma-glycidyl ether oxypropyltrimethoxysilane, triethanolamine borate, sodium alginate, fatty alcohol-polyoxyethylene ether and other raw materials, wherein the combined use of the triethanolamine borate and the gamma-glycidyl ether oxypropyltrimethoxysilane can improve the comprehensive performance of the ultrafine material soil curing agent.
2. Technical scheme
In order to solve the above problems, the present invention adopts the following technical solutions.
A preparation method of a superfine material soil stabilizer comprises the following steps:
(1) Collecting industrial solid wastes;
(2) Homogenizing and aging the industrial solid waste collected in the step (1), then removing iron, sending into a crusher for crushing, metering and batching by a microcomputer to an ultrafine ball mill for grinding, and finally obtaining ultrafine powder;
(3) And (3) mixing the powder obtained in the step (2) with a treating agent.
In the preparation method of the superfine material soil stabilizer,
the industrial solid waste in the step (1) comprises slag, steel slag, fly ash and desulfurized gypsum.
In the preparation method of the superfine material soil stabilizer,
the industrial solid waste in the step (1) comes from steel plants.
In the preparation method of the superfine material soil stabilizer,
the adding mass of the treating agent in the step (3) is 60% of the mass of the industrial solid waste;
the treating agent in the step (3) comprises the following components in parts by weight:
in the preparation method of the superfine material soil stabilizer,
the treating agent in the step (3) comprises the following components in parts by weight:
the application of the soil stabilizer prepared by the preparation method,
it is applied to the production of cement, high-performance concrete and assembled building components.
3. Advantageous effects
Compared with the prior art, the invention has the beneficial effects that:
the invention innovatively introduces oxalic acid, polyethylene glycol, lignosulfonate, gamma-glycidyl ether oxypropyl trimethoxysilane, triethanolamine borate, sodium alginate, fatty alcohol-polyoxyethylene ether and other raw materials, wherein the combined use of the triethanolamine borate and the gamma-glycidyl ether oxypropyl trimethoxysilane can improve the comprehensive performance of the composite material, and the compression resistance and the fracture resistance of the composite material are superior to those of the prior art.
Detailed Description
Example 1
The preparation method of the superfine material soil stabilizer comprises the following steps:
(1) Collecting industrial solid wastes;
(2) Homogenizing and aging the industrial solid waste collected in the step (1), then removing iron, sending into a crusher for crushing, metering and batching by a microcomputer to an ultrafine ball mill for grinding, and finally obtaining ultrafine powder;
(3) And (3) mixing the powder obtained in the step (2) with a treating agent.
In the preparation method of the superfine material soil stabilizer,
the industrial solid waste in the step (1) comprises slag, steel slag, fly ash and desulfurized gypsum.
In the preparation method of the superfine material soil stabilizer,
the industrial solid waste in the step (1) comes from steel plants.
In the preparation method of the superfine material soil stabilizer,
the adding mass of the treating agent in the step (3) is 60% of the mass of the industrial solid waste;
the treating agent in the step (3) comprises the following components in parts by weight:
in the preparation method of the superfine material soil stabilizer,
example 2
The preparation method of the superfine material soil stabilizer comprises the following steps:
(1) Collecting industrial solid wastes;
(2) Homogenizing and aging the industrial solid waste collected in the step (1), then removing iron, sending into a crusher for crushing, metering and batching by a microcomputer to an ultrafine ball mill for grinding, and finally obtaining ultrafine powder;
(3) And (3) mixing the powder obtained in the step (2) with a treating agent.
In the preparation method of the superfine material soil stabilizer,
the industrial solid waste in the step (1) comprises slag, steel slag, fly ash and desulfurized gypsum.
In the preparation method of the superfine material soil stabilizer,
the industrial solid waste in the step (1) comes from steel works.
In the preparation method of the superfine material soil stabilizer,
the adding mass of the treating agent in the step (3) is 60% of the mass of the industrial solid waste;
the treating agent in the step (3) comprises the following components in parts by weight:
example 3
The preparation method of the superfine material soil stabilizer comprises the following steps:
(1) Collecting industrial solid wastes;
(2) Homogenizing and aging the industrial solid waste collected in the step (1), then removing iron, conveying the industrial solid waste into a crusher for crushing, metering and batching the industrial solid waste by a microcomputer, and grinding the industrial solid waste into superfine powder by a superfine ball mill to obtain the superfine powder;
(3) And (3) mixing the powder obtained in the step (2) with a treating agent.
In the preparation method of the superfine material soil stabilizer,
the industrial solid waste in the step (1) comprises slag, steel slag, fly ash and desulfurized gypsum.
In the preparation method of the superfine material soil stabilizer,
the industrial solid waste in the step (1) comes from steel plants.
In the preparation method of the superfine material soil stabilizer,
the adding mass of the treating agent in the step (3) is 60% of the mass of the industrial solid waste;
the treating agent in the step (3) comprises the following components in parts by weight:
example 4
The preparation method of the superfine material soil stabilizer comprises the following steps:
(1) Collecting industrial solid wastes;
(2) Homogenizing and aging the industrial solid waste collected in the step (1), then removing iron, sending into a crusher for crushing, metering and batching by a microcomputer to an ultrafine ball mill for grinding, and finally obtaining ultrafine powder;
(3) And (3) mixing the powder obtained in the step (2) with a treating agent.
In the preparation method of the superfine material soil stabilizer,
the industrial solid waste in the step (1) comprises slag, steel slag, fly ash and desulfurized gypsum.
In the preparation method of the superfine material soil stabilizer,
the industrial solid waste in the step (1) comes from steel works.
In the preparation method of the superfine material soil stabilizer,
in the step (3), the adding mass of the treating agent is 60% of the mass of the industrial solid waste;
the treating agent in the step (3) comprises the following components in parts by weight:
example 5
The preparation method of the superfine material soil stabilizer comprises the following steps:
(1) Collecting industrial solid wastes;
(2) Homogenizing and aging the industrial solid waste collected in the step (1), then removing iron, sending into a crusher for crushing, metering and batching by a microcomputer to an ultrafine ball mill for grinding, and finally obtaining ultrafine powder;
(3) And (3) mixing the powder obtained in the step (2) with a treating agent.
In the preparation method of the superfine material soil stabilizer,
the industrial solid waste in the step (1) comprises slag, steel slag, fly ash and desulfurized gypsum.
In the preparation method of the superfine material soil stabilizer,
the industrial solid waste in the step (1) comes from steel plants.
In the preparation method of the superfine material soil stabilizer,
in the step (3), the adding mass of the treating agent is 60% of the mass of the industrial solid waste;
the treating agent in the step (3) comprises the following components in parts by weight:
comparative example 1
The preparation method of the superfine material soil stabilizer comprises the following steps:
(1) Collecting industrial solid wastes;
(2) Homogenizing and aging the industrial solid waste collected in the step (1), then removing iron, conveying the industrial solid waste into a crusher for crushing, metering and batching the industrial solid waste by a microcomputer, and grinding the industrial solid waste into superfine powder by a superfine ball mill to obtain the superfine powder;
(3) And (3) mixing the powder obtained in the step (2) with a treating agent.
In the preparation method of the superfine material soil stabilizer,
the industrial solid waste in the step (1) comprises slag, steel slag, fly ash and desulfurized gypsum.
In the preparation method of the superfine material soil stabilizer,
the industrial solid waste in the step (1) comes from steel plants.
In the preparation method of the superfine material soil stabilizer,
the adding mass of the treating agent in the step (3) is 60% of the mass of the industrial solid waste;
the treating agent in the step (3) comprises the following components in parts by weight:
comparative example 2
The preparation method of the superfine material soil stabilizer comprises the following steps:
(1) Collecting industrial solid wastes;
(2) Homogenizing and aging the industrial solid waste collected in the step (1), then removing iron, sending into a crusher for crushing, metering and batching by a microcomputer to an ultrafine ball mill for grinding, and finally obtaining ultrafine powder;
(3) And (3) mixing the powder obtained in the step (2) with a treating agent.
In the preparation method of the superfine material soil stabilizer,
the industrial solid waste in the step (1) comprises slag, steel slag, fly ash and desulfurized gypsum.
In the preparation method of the superfine material soil stabilizer,
the industrial solid waste in the step (1) comes from steel plants.
In the preparation method of the superfine material soil stabilizer,
the adding mass of the treating agent in the step (3) is 60% of the mass of the industrial solid waste;
the treating agent in the step (3) comprises the following components in parts by weight:
comparative example 3
The preparation method of the superfine material soil stabilizer comprises the following steps:
(1) Collecting industrial solid wastes;
(2) Homogenizing and aging the industrial solid waste collected in the step (1), then removing iron, conveying into a crusher for crushing, metering and batching by a microcomputer, and grinding in an ultrafine ball mill to obtain ultrafine powder.
In the preparation method of the superfine material soil stabilizer,
the industrial solid waste in the step (1) comprises slag, steel slag, fly ash and desulfurized gypsum.
In the preparation method of the superfine material soil stabilizer,
the industrial solid waste in the step (1) comes from steel plants.
In the preparation method of the superfine material soil stabilizer,
the adding mass of the treating agent in the step (3) is 60% of the mass of the industrial solid waste;
the treating agent in the step (3) comprises the following components in parts by weight:
comparative example 4
The preparation method of the superfine material soil stabilizer comprises the following steps:
(1) Collecting industrial solid wastes;
(2) Homogenizing and aging the industrial solid waste collected in the step (1), then removing iron, conveying the industrial solid waste into a crusher for crushing, metering and batching the industrial solid waste by a microcomputer, and grinding the industrial solid waste into superfine powder by a superfine ball mill to obtain the superfine powder;
(3) And (3) mixing the powder obtained in the step (2) with a treating agent.
In the preparation method of the superfine material soil stabilizer,
the industrial solid waste in the step (1) comprises slag, steel slag, fly ash and desulfurized gypsum.
In the preparation method of the superfine material soil stabilizer,
the industrial solid waste in the step (1) comes from steel plants.
In the preparation method of the superfine material soil stabilizer,
the adding mass of the treating agent in the step (3) is 60% of the mass of the industrial solid waste;
the treating agent in the step (3) comprises the following components in parts by weight:
70 parts of gamma-glycidyl ether oxypropyltrimethoxysilane,
40 parts of sodium alginate, namely 40 parts of sodium alginate,
160 parts of polyvinyl alcohol.
Comparative example 5
The preparation method of the superfine material soil stabilizer comprises the following steps:
(1) Collecting industrial solid wastes;
(2) Homogenizing and aging the industrial solid waste collected in the step (1), then removing iron, sending into a crusher for crushing, metering and batching by a microcomputer to an ultrafine ball mill for grinding, and finally obtaining ultrafine powder;
(3) And (3) mixing the powder obtained in the step (2) with a treating agent.
In the preparation method of the superfine material soil stabilizer,
the industrial solid waste in the step (1) comprises slag, steel slag, fly ash and desulfurized gypsum.
In the preparation method of the superfine material soil stabilizer,
the industrial solid waste in the step (1) comes from steel works.
In the preparation method of the superfine material soil stabilizer,
the adding mass of the treating agent in the step (3) is 60% of the mass of the industrial solid waste;
the treating agent in the step (3) comprises the following components in parts by weight:
70 parts of gamma-glycidyl ether oxypropyltrimethoxysilane,
40 parts of sodium alginate, namely 40 parts of sodium alginate,
60 parts of triethanolamine borate.
The test scheme is as follows:
the specific test method is as follows: selecting cement (No. 45), bentonite and a soil stabilizer in a ratio of 10:2: mixing at a mass ratio of 0.5, and testing the compressive strength and the flexural strength according to GB/T32064-2015 standard; .
TABLE 1
| Compressive strength | Flexural strength | |
| Comparative example 1 | 0.45MPa | 0.68MPa |
| Comparative example 2 | 0.41MPa | 0.65MPa |
| Comparative example 3 | 0.48MPa | 0.67MPa |
| Comparative example 4 | 0.36MPa | 0.50MPa |
| Comparative example 5 | 0.38MPa | 0.52MPa |
| Example 1 | 0.85MPa | 0.83MPa |
| Example 2 | 0.87MPa | 0.91MPa |
| Example 3 | 0.86MPa | 0.94MPa |
| Example 4 | 0.88MPa | 0.97MPa |
| Example 5 | 0.91MPa | 0.93MPa |
In conclusion, the invention innovatively introduces oxalic acid, polyethylene glycol, lignosulfonate, gamma-glycidyl ether oxypropyltrimethoxysilane, triethanolamine borate, magnesium hexafluorosilicate hexahydrate, sodium alginate, fatty alcohol polyoxyethylene ether and other raw materials, wherein the combined use of the triethanolamine borate and the gamma-glycidyl ether oxypropyltrimethoxysilane can improve the comprehensive performance, the compression resistance and the fracture resistance of the composite material are superior to those of the prior art, and the significant difference is large.
While the invention has been described in further detail in connection with specific embodiments thereof, it will be understood that the invention is not limited thereto, and that various other modifications and substitutions may be made by those skilled in the art without departing from the spirit of the invention, which should be considered to be within the scope of the invention as defined by the appended claims.
Claims (6)
1. A preparation method of a superfine material soil stabilizer is characterized by comprising the following steps:
the method comprises the following steps:
(1) Collecting industrial solid wastes;
(2) Homogenizing and aging the industrial solid waste collected in the step (1), then removing iron, conveying the industrial solid waste into a crusher for crushing, metering and batching the industrial solid waste by a microcomputer, and grinding the industrial solid waste into superfine powder by a superfine ball mill to obtain the superfine powder;
(3) And (3) mixing the powder obtained in the step (2) with a treating agent.
2. The method for preparing the superfine material soil stabilizer according to claim 1, wherein the method comprises the following steps:
the industrial solid waste in the step (1) comprises slag, steel slag, fly ash and desulfurized gypsum.
3. The method for preparing the superfine material soil stabilizer according to claim 2, wherein the method comprises the following steps:
the industrial solid waste in the step (1) comes from steel plants.
4. The method for preparing the superfine material soil stabilizer according to claim 1, wherein the method comprises the following steps:
in the step (3), the adding mass of the treating agent is 60% of the mass of the industrial solid waste;
the treating agent in the step (3) comprises the following components in parts by weight:
5. the method for preparing the superfine material soil stabilizer according to claim 4, wherein the method comprises the following steps:
the treating agent in the step (3) comprises the following components in parts by weight:
6. use of a soil stabilizer obtained by the preparation method according to claims 1 to 5, wherein:
the curing agent is applied to curing of sandy soil, cohesive soil and the like.
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