Cement grouting material adopting quartz sand and iron tailings as aggregates
A technology for cement grouting and iron tailings, applied in the field of cement grouting material, can solve the problems of no fluidity, only 20MP compressive strength, and no field application conditions, and achieves low cost, sufficient supply, and simple processing and preparation. Effect
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Embodiment 1
[0014] A cement grouting material with quartz sand and iron tailings as aggregates, prepared from the following raw materials and mass parts: 90 parts of cement, 40 parts of quartz sand, 60 parts of iron tailings, fly ash 10 parts, 1 part of silica fume, 0.6 parts of water reducer, and 0.2 parts of defoamer.
Embodiment 2
[0016] A cement grouting material with quartz sand and iron tailings as aggregates, which is prepared from the following raw materials according to the ratio of parts by mass: 90 parts of cement, 40 parts of quartz sand, 60 parts of iron tailings, and 10 parts of fly ash parts, 8 parts of silica fume, 0.7 parts of water reducer, and 0.6 parts of defoamer.
Embodiment 3
[0018] A cement grouting material with quartz sand and iron tailings as aggregates, which is prepared from the following raw materials according to the ratio of parts by mass: 90 parts of cement, 40 parts of quartz sand, 60 parts of iron tailings, and 10 parts of fly ash parts, 10 parts of silica fume, 0.8 parts of water reducer, and 0.8 parts of defoamer.
[0019] The index performance of embodiment 1-3 is as follows:
[0020]
[0021] As can be seen from the data in the table, the index properties of Examples 1-3 meet the requirements of the JC / T986-2005 "Cement Grouting Material" standard, and the compressive strengths of 1d, 3d, and 28d are respectively greater than 22MPa, 40MPa, and 70MPa; the initial fluidity and 30min fluidity retention values are greater than 260mm and 230mm respectively; 1d vertical expansion rate is greater than 0.020%.
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