High-anti-permeability cement-based repair material for tunnel engineering and preparation method thereof
A technology for tunnel engineering and repairing materials, applied in the field of high-impermeability cement-based repairing materials and their preparation, can solve the problems of poor waterproof performance of protective repairing linings, unsatisfactory compressive and tensile strengths, and low impermeability pressure, etc. The effect of solving the problem of water leakage in the tunnel, improving the operating environment of the tunnel, and high anti-seepage pressure
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Embodiment 1
[0031] Example 1, a high-impermeability cement-based repair material for tunnel engineering, which consists of the following raw materials in parts by weight: 100 parts of ordinary Portland cement, 10 parts of fly ash, 5 parts of silica fume, and 30 parts of steel slag powder , 15 parts of rock powder, 20 parts of tailings sand, 300 parts of quartz sand, 5 parts of attapulgite, 45 parts of acrylate emulsion (solid content 45%), 1.0 part of cellulose ether, 0.45 part of polyacrylamide, 0.5 part of PVA fiber , 2.5 parts of PET fiber, 1.5 parts of polycarboxylate water reducer, 2.8 parts of defoamer, and 30 parts of water.
[0032] The preparation method of the above-mentioned high impermeability cement-based repair material for tunnel engineering comprises the following steps:
[0033] (1) Take the above proportioning raw materials, mix Portland cement, fly ash, silica fume, steel slag powder, rock powder, attapulgite, PVA fiber and PET fiber;
[0034] (2) Mix acrylic emulsion,...
Embodiment 2
[0036] Example 2, a high-impermeability cement-based repair material for tunnel engineering, consisting of the following raw materials in parts by weight: 100 parts of 52.5 grade ordinary Portland cement, 40 parts of fly ash, 20 parts of silica fume, steel slag powder 28 parts, 5 parts of rock powder, 50 parts of tailing sand, 130 parts of quartz sand, 10 parts of attapulgite, 70 parts of acrylate emulsion (solid content 60%), 0.1 part of cellulose ether, 1.0 part of polyacrylamide, PVA fiber 3.0 parts, 0.6 parts of PET fiber, 2.5 parts of polycarboxylate water reducer, 0.8 parts of defoamer, 50 parts of water. The preparation method of the above-mentioned high impermeability cement-based repair material for tunnel engineering is the same as that in Example 1.
Embodiment 3
[0037] Example 3, a high impermeability cement-based repair material for tunnel engineering, which consists of the following raw materials in parts by weight: 100 parts of 52.5 grade ordinary Portland cement, 20 parts of fly ash, 10 parts of silica fume, steel slag 5 parts of powder, 20 parts of rock powder, 45 parts of tailing sand, 50 parts of quartz sand, 2 parts of attapulgite, 10 parts of acrylate emulsion (solid content 60%), 0.8 part of cellulose ether, 0.6 part of polyacrylamide, PVA 1.0 parts of fiber, 0.8 parts of PET fiber, 1.0 parts of polycarboxylate water reducer, 1.2 parts of defoamer, and 25 parts of water. The preparation method of the above-mentioned high impermeability cement-based repair material for tunnel engineering is the same as that in Example 1.
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