Gelatinizing agent suitable for unclassified tailing filling
A technology of tailings filling and gelling agent, which is applied in the field of gelling agent and full tailings cementation and filling, can solve the problems of difficult cementation and low cementation strength, and achieves the advantages of convenient on-site construction, simple production process and improved filling utilization rate. Effect
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Embodiment 1
[0035] 39.26% Belite-sulfoaluminate cement (sulfoaluminate cement and ordinary Portland cement are compounded at a ratio of 1:3), 4% anhydrite, 2% quicklime, 45% slag micropowder, 5 % fly ash, 4% sodium silicate, 0.4% sodium fluorosilicate, 0.14% lithium hydroxide, and 0.2% polycarboxylate water reducer are mixed and milled to obtain a gelling agent. The gelling agent was tested with the whole tailings of fine ore and the graded tailings of -200 mesh copper ore respectively. The compressive strength is shown in Table 1 and Table 2.
[0036] Table 1 Whole tailings of fine ore (40% mud content), compressive strength of gel (MPa)
[0037]
[0038] Table 2 -200 mesh copper ore grading tailings, gel compressive strength (MPa)
[0039]
Embodiment 2
[0041] 29.26% Belite-sulfoaluminate cement (sulfoaluminate cement and ordinary Portland cement are compounded at a ratio of 1:3), 4% anhydrite, 2% quicklime, 55% slag powder, 5 % fly ash, 4% sodium silicate, 0.4% sodium fluorosilicate, 0.14% lithium hydroxide, and 0.2% polycarboxylate water reducer are mixed and milled to obtain a gelling agent. The gelling agent was tested with the whole tailings of fine ore and graded tailings of -200 mesh copper ore respectively. The compressive strength is shown in Table 3 and Table 4.
[0042] Table 3 Whole tailings of fine ore (40% mud content), compressive strength of gel (MPa)
[0043]
[0044] Table 4 -200 mesh copper ore graded tailings, gel compressive strength (MPa)
[0045]
Embodiment 3
[0047] 25.26% Belite-sulfoaluminate cement (sulfoaluminate cement and ordinary Portland cement are compounded at a ratio of 1:3), 4% anhydrite, 2% quicklime, 60% slag micropowder, 5 % fly ash, 4% sodium silicate, 0.4% sodium fluorosilicate, 0.14% lithium hydroxide, and 0.2% polycarboxylate water reducer are mixed and milled to obtain a gelling agent. The gelling agent was tested with the whole tailings of fine ore and graded tailings of -200 mesh copper ore respectively. The compressive strength is shown in Table 5 and Table 6.
[0048] Table 5 Full tailings of fine ore (40% mud content), compressive strength of gel (MPa)
[0049]
[0050] Table 6 -200 mesh copper ore grading tailings, gel compressive strength (MPa)
[0051]
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