Gelled material for soil solidification
A technology for soil solidification and cementitious materials, applied in cement production and other directions, can solve the problems of high prices, insufficient supply, large consumption, etc., and achieve the effects of high market prices, lower production costs, and reduced environmental pollution.
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Embodiment 1
[0017] Aluminum slag powder 20%, slag powder 50%, fly ash 15%, desulfurization gypsum 10%, sodium silicate 5%. Aluminum slag powder cementitious material performance indicators: setting time: initial setting 156min, final setting 330min; stability qualified; compressive strength: F3d is 16.0MPa, F28d is 39.5MPa; flexural strength: F3d is 3.9MPa, F28d is 6.5 MPa. The mixing ratio of aluminum slag micropowder cementitious material is 14%, the water-cement ratio is 0.45, and the 28-day unconfined compressive strength is 1.2MPa.
[0018] Wherein, F3d refers to the strength of the cementitious material when it is hardened for 3 days, and F28d refers to the strength of the cementitious material when it is hardened for 28 days. The meanings of F3d and F28d in the following examples are the same as those in Example 1.
Embodiment 2
[0020] Aluminum slag powder 30%, slag powder 35%, fly ash 18%, desulfurization gypsum 12%, sodium sulfate 2%,
[0021] Triethanolamine 3%. Performance index of aluminum slag powder cementitious material: setting time is 180min for initial setting and 350min for final setting; stability is qualified; compressive strength: F3d is 14.0MPa, F28d is 35.5MPa; flexural strength: F3d is 3.5MPa, F28d is 6.0 MPa. The aluminum slag micropowder cementitious material has a curing agent mixing ratio of 14%, a water-cement ratio of 0.5, and a 28-day unconfined compressive strength of 0.91MPa.
Embodiment 3
[0023] Aluminum slag powder 40%, slag powder 25%; fly ash 20%, desulfurization gypsum 12%, aluminum sulfate 3%. Performance index of aluminum slag powder cementitious material: setting time is 200min for initial setting, final setting is 375min; stability is qualified; compressive strength: F3d is 12.0MPa, F28d is 33.5MPa; flexural strength: F3d is 3.3MPa, F28d is 5.2 MPa. The aluminum slag micropowder cementitious material has a curing agent mixing ratio of 14%, a water-cement ratio of 0.5, and a 28-day unconfined compressive strength of 0.88MPa.
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