Method for preparing large-admixture-amount wet-milled phosphorus solid waste super-retarding cementing material
A cementitious material and ultra-retarding technology, which is applied in the field of building materials, can solve the problem of only 28-day strength, achieve high strength in the later stage, increase the dosage, and have obvious effects
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Embodiment 1
[0038] 1) Take 200 parts by weight of phosphorus slag and send 20 parts of desulfurization ash into a wet ball mill, add water according to the ratio of water to material mass ratio of 0.4, and obtain mixed slurry A;
[0039] The average particle size of the mixed slurry A is 4 μm;
[0040] 2) Take 5 parts by weight of alkali slag, 2 parts of phosphogypsum, and 4 parts of fly ash and grind them with a dry mill to obtain a mixed powder material B;
[0041] The average particle size of the mixed powder material B is 9 μm;
[0042] 3) Mix the mixed slurry A with the mixed powder material B to obtain the mixed material C, add 5 parts of cement, 0.5 parts of water-soluble resin sulfonate water reducing agent, 0.5 parts of sodium pyrophosphate, 150 1 part of tailings sand, 300 parts of gravel, stirred for 4 minutes to obtain super retarded concrete;
[0043] The phosphorus slag P 2 o 5 The content of F is 2.5%, and the content of F is 1.9%.
Embodiment 2
[0045] 1) Take 230 parts by weight of phosphorus slag and 25 parts of desulfurized ash and send them into a wet ball mill, add water according to the ratio of water to material mass ratio of 0.4, and obtain mixed slurry A;
[0046] The average particle size of the mixed slurry A is 3.2 μm;
[0047] 2) Take 7 parts by weight of alkali slag, 8 parts of phosphogypsum, and 10 parts of fly ash and grind them with a dry mill to obtain a mixed powder material B;
[0048] The average particle size of the mixed powder material B is 8.5 μm;
[0049] 3) Mix the mixed slurry A with the mixed powder material B to obtain the mixed material C, add 10 parts of cement, 0.5 parts of water-soluble resin sulfonate water reducing agent, 0.5 parts of sodium pyrophosphate, 0.5 1 part of phosphate, 100 parts of tailings sand, 250 parts of gravel, and stirred for 4 minutes to obtain super retarded concrete.
[0050] The phosphorus slag P 2 o 5 The content of F is 3%, and the content of F is 2.4%. ...
Embodiment 3
[0052] 1) Take 260 parts by weight of phosphorus slag and 25 parts of desulfurization ash and send them into a wet ball mill, add water according to the ratio of water to material mass ratio of 0.45, and obtain mixed slurry A;
[0053] The average particle size of the mixed slurry A is 2.4 μm;
[0054] 2) Take 10 parts by weight of alkali slag, 8 parts of phosphogypsum, and 8 parts of fly ash and grind them with a dry mill to obtain a mixed powder material B;
[0055] The average particle size of the mixed powder material B is 7 μm;
[0056] 3) Mix the mixed slurry A with the mixed powder material B to obtain the mixed material C, add 15 parts of cement, 0.5 parts of water-soluble resin sulfonate water reducer, 0.7 parts of phosphate, 200 parts of Tailings sand, 400 parts of gravel, stirred for 4 minutes to obtain super retarded concrete.
[0057] The phosphorus slag P 2 o 5 The content of F is 3.5%, and the content of F is 2.9%;
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