Low-shrinkage early-strength mine filling gel material for superfine iron tailings
A technology of mine filling and cementitious materials, applied in cement production and other directions, can solve the problems of large shrinkage, long setting time, and low early strength, and achieve the effects of improving water retention, reducing the amount of additives, and improving early strength.
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Embodiment 1
[0032] The raw materials are composed and proportioned as 57.3wt% slag powder, 10wt% Portland cement clinker, 10wt% steel slag powder, 15wt% desulfurized gypsum, 5wt% alkaline activator, 1.2wt% early strength agent, 0.5wt% The PVA fibers with a length of 4mm and 1wt% suspending agent are mixed evenly to fill the gelling material.
[0033] The filling cementitious materials with different lime-sand ratios (1:5, 1:10) and iron tailings were evenly mixed to prepare low-shrinkage early-strength mine filling slurry. Among them: the gradation of iron tailings is 10.75% +60 mesh, 19.09% +100 mesh, 42.82% -100+200 mesh, 9.68% -200+300 mesh, 7.13% -300+400 mesh, and -400 mesh at 10.53%.
[0034] The low-shrinkage early-strength mine filling slurry prepared above is pumped into the goaf for filling, wherein:
[0035] The filling cementitious material with the ratio of lime to sand (1:5) is mixed with iron tailing sand evenly to prepare low-shrinkage early-strength mine filling slurry....
Embodiment 2
[0046] The raw materials are composed and proportioned as 59.3wt% slag powder, 10wt% portland cement clinker, 10wt% steel slag powder, 15wt% desulfurized gypsum, 3wt% alkaline activator, 1.5wt% early strength agent, 0.2wt% The PVA fibers with a length of 4mm and 1wt% suspending agent are mixed evenly to fill the gelling material.
[0047] Low shrinkage early strength mine filling slurry was prepared by mixing filling cementitious materials with different lime-sand ratios (1:5) and iron tailings sand evenly. Among them: the gradation of iron tailings is 23.30% of +100 mesh, 22.09% of -100+200 mesh, 5.82% of -200+300 mesh, 14.54% of -300+400 mesh, and 34.25% of -400 mesh .
[0048] The low-shrinkage early-strength mine filling slurry prepared above is pumped into the goaf for filling, wherein:
[0049] The filling cementitious material with the ratio of lime to sand (1:5) is mixed with iron tailing sand evenly to prepare low-shrinkage early-strength mine filling slurry. The ir...
Embodiment 3
[0058] The raw materials are composed and proportioned as 56wt% slag powder, 8wt% Portland cement clinker, 20wt% steel slag powder, 12wt% desulfurized gypsum, 2wt% alkaline activator, 1.0wt% early strength agent, 0.2wt% PVA fibers with a length of 4mm and 0.8wt% suspending agent are uniformly mixed to fill the gelling material.
[0059] The filling cementitious materials with different lime-sand ratios (1:10, 1:15) were mixed evenly with iron tailings sand to prepare low-shrinkage and early-strength mine filling slurry. Among them: the gradation of iron tailings is 21.75% +60 mesh, 30.99% +100 mesh, 25.99% -100+200 mesh, 4.42% -200+300 mesh, 4.23% -300+400 mesh, and -400 mesh at 13.1%.
[0060] The low-shrinkage early-strength mine filling slurry prepared above is pumped into the goaf for filling, wherein:
[0061] The filling cementitious material with the ratio of lime to sand (1:10) is mixed with iron tailing sand evenly to prepare low-shrinkage early-strength mine fillin...
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