A kind of sleeve grout composition for iron tailings sand reinforcement connection and its preparation and application
A technology of iron tailings sand and sleeve grouting, which is applied in the direction of building structure, building components, structural elements, etc., can solve the problems of poor volume stability, fast loss, and low strength, and achieve low raw material cost, large fluidity, and high performance. stable effect
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Embodiment 1
[0099] The cement used in the experiment is anti-cracking double fast high belite 42.5 sulphoaluminate cement.
[0100] Continuously graded iron tailings sand for experiments, continuous graded iron tailings sand below 1.18mm.
[0101] Experimental polycarboxylate superplasticizer, polycarboxylate powder superplasticizer, model PC-1030.
[0102] Experimental expansion agent, UEA expansion agent.
[0103] Experimental retarder, sodium tetraborate and gypsum retarder, the mass ratio of sodium tetraborate to gypsum is 0.02-0.05.
[0104] Experimental coagulant, lithium carbonate.
[0105] Experimental regulator, hydroxypropyl methylcellulose ether, viscosity 15000-60000mPa.s.
[0106] Experimental defoamer, polyether modified silicon defoamer.
[0107] Proportion (parts by weight): 820 parts of cement, 950 parts of continuously graded iron tailings, 3 parts of polycarboxylate superplasticizer, 0.5 parts of expansion agent, 2 parts of retarder, 2 parts of coagulation accelerat...
Embodiment 2
[0111] The cement used in the experiment is anti-cracking double fast high belite 42.5 sulphoaluminate cement.
[0112] Continuously graded iron tailings sand for experiments, continuous graded iron tailings sand below 1.18mm.
[0113] Experimental polycarboxylate superplasticizer, polycarboxylate powder superplasticizer, model PC-1030.
[0114] Experimental expansion agent, UEA expansion agent.
[0115] Experimental retarder, sodium tetraborate and gypsum retarder, the mass ratio of sodium tetraborate and gypsum is 0.02-0.05.
[0116] Experimental coagulant, lithium carbonate.
[0117] Experimental regulator, hydroxypropyl methylcellulose ether, viscosity 15000-60000mPa.s.
[0118] Experimental defoamer, polyether modified silicon defoamer.
[0119] Proportion (parts by weight): 860 parts of cement, 930 parts of continuously graded iron tailings, 4 parts of polycarboxylate superplasticizer, 0.5 parts of expansion agent, 2 parts of retarder, 1 part of coagulation accelerat...
Embodiment 3
[0123] The cement used in the experiment is anti-cracking double fast high belite 42.5 sulphoaluminate cement.
[0124] Continuously graded iron tailings sand for experiments, continuous graded iron tailings sand below 1.18mm.
[0125] Experimental polycarboxylate superplasticizer, polycarboxylate powder superplasticizer, model PC-1030.
[0126] Experimental expansion agent, UEA expansion agent.
[0127] Experimental retarder, sodium tetraborate and gypsum retarder, the mass ratio of sodium tetraborate to gypsum is 0.02-0.05.
[0128] Experimental coagulant, lithium carbonate.
[0129] Experimental regulator, hydroxypropyl methylcellulose ether, viscosity 15000-60000mPa.s.
[0130] Experimental defoamer, polyether modified silicon defoamer.
[0131] Proportion (parts by weight): 920 parts of cement, 900 parts of continuously graded iron tailings, 3 parts of polycarboxylate superplasticizer, 0.5 parts of expansion agent, 3 parts of retarder, 1 part of coagulation accelerato...
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