Milltailing multivariate composite mine filling cementing agent
A multi-component composite and mine filling technology, applied in cement production and other directions, can solve the problems of destroying the uniformity of the filling body, slow the setting of the filling body, reducing the overall strength, etc. Effect
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Embodiment 1
[0024] Raw material ratio: iron ore tailings 25%, water slag 32%, clinker 25%, fly ash 10%, dihydrate gypsum 5%, admixture 3%.
[0025] The raw materials are mixed and ground with a high-yield high-fineness ball mill, and the specific surface area of the milled material is tested to be 457㎡ / ㎏.
[0026] The strength test results are as follows:
[0027] Standard sand strength (the test method adopts the national standard GB175-2007):
[0028] 3 days: 14.06MPa 28 days: 37.35MPa
[0029] Lime-sand ratio concentration% 3 days strength 28 days strength 1:6 75% 0.64 2.48
Embodiment 2
[0032] Raw material ratio: copper ore tailings 28%, water slag 32%, clinker 21%, fly ash 10%, desulfurization gypsum 6%, admixture 3%.
[0033] The raw materials are mixed and ground with a high-yield high-fineness ball mill, and the specific surface area of the milled material is tested to be 473㎡ / ㎏.
[0034] The strength test results are as follows:
[0035] Standard sand strength (the test method adopts the national standard GB175-2007):
[0036] 3 days: 14.56MPa 28 days: 37.18MPa
[0037] Lime-sand ratio concentration% 3 days strength 28 days strength 1:6 75% 0.7 2.60
[0038] Lime-sand ratio concentration% Slump cm 1:6 70% 28.1
Embodiment 3
[0040] Raw material ratio: gold ore tailings 35%, water slag 35%, clinker 5%, fly ash 15%, anhydrite 6.5%, admixture 3.5%.
[0041] The raw materials are mixed and ground with a high-yield high-fineness ball mill, and the specific surface area of the milled material is tested to be 461㎡ / ㎏.
[0042] The strength test results are as follows:
[0043] Standard sand strength (test method adopts GB175-2007):
[0044] 3 days: 14.50MPa 28 days: 36.20MPa
[0045] Lime-sand ratio concentration% 3 days strength 28 days strength 1:6 75% 0.7 2.66
[0046] Lime-sand ratio concentration% Slump cm 1:6 70% 28.8
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