Pit backfill material, preparation method thereof and application method thereof
A mine pit and calcination technology, applied in the field of building materials, can solve the problems of unfavorable environmental protection and low-carbon economy development, low backfill construction efficiency, large material demand, etc., to improve self-compacting, pumpability, and water retention good effect
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preparation example Construction
[0072] The preparation method of mine pit backfill material of the present invention, the specific steps are: weigh each component according to the aforementioned weight ratio, add cement, calcined activated coal gangue, steel slag powder, polycarboxylate water reducer and modified starch ether into the mixer, After dry mixing evenly, add hydrated lime powder, phosphogypsum, expansion agent, glass quartz sand tailings and machine-made sand, and dry mix evenly. The obtained pit backfill material only needs to be added to the required proportion of tap water and stirred for 2 minutes at the construction site, parked for 5 minutes, stirred again for 1 minute, and then pumped for construction. The mortar made by adding water to the pit backfill material of the present invention not only has good fluidity, is easy to pump, but also has excellent water retention, good self-compacting and self-filling properties, and the compressive strength and bonding strength after hardening meet t...
Embodiment 1
[0087] A pit backfill material, in parts by weight, 52.5 grade ordinary portland cement 100, calcined activated coal gangue 200, steel slag powder 100, slaked lime powder 15, phosphogypsum 35, expansion agent 20, glass quartz sand tailings 50, Made of machine-made sand 4000, water reducing agent 1.5, modified starch ether 0.1. After adding water accounting for 35% of the product's weight and stirring evenly to form a mortar, its fluidity is 300mm, bleeding rate is 0, compressive strength is 2.2MPa, bonding strength is 0.7MPa, and expansion rate is 0.05% in 28 days. Can resist 100 times sulfate attack.
Embodiment 2
[0089] A mine pit backfill material, in parts by weight, 52.5 grade Portland cement 100, calcined activated coal gangue 400, steel slag powder 250, slaked lime powder 50, phosphogypsum 90, expansion agent 80, glass quartz sand tailings 150, mechanism Sand 14000, water reducer 3.5, modified starch ether 1.0. After adding water accounting for 47% of the product's weight and stirring evenly to form a mortar, its fluidity is 330mm, bleeding rate is 0, compressive strength is 1.6MPa, bonding strength is 0.5MPa, and expansion rate is 0.04% in 28 days. Can resist 200 times of sulfate attack.
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