Injecting paste material for plugging water in tunnel of high-pressure karst area rich in water and preparation method of injecting paste material
A grouting material and technology in karst areas, applied in the field of grouting materials and its preparation for tunnel water plugging construction in high-pressure water-rich karst areas, can solve the problems of poor water stability, high price, poor groutability, etc., and achieve durability and Good stability, easy to use, good water stability effect
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Embodiment 1
[0027] A grouting material for water plugging of tunnels in high-pressure water-rich karst areas of the present invention, comprising the following components by weight:
[0028] Class II Class F fly ash 15 parts,
[0029] 8 parts of 711 type water-reducing and quick-setting agent,
[0030] Portland cement P.O 32.5 100 parts, and
[0031] Water (ordinary tap water, pH value 7.0) 80 parts.
[0032] A preparation method of the grouting material for tunnel water plugging in the high-pressure water-rich karst area of the above-mentioned embodiment, comprising the following steps:
[0033] (1) Mix 15 parts by weight of Class II F fly ash and 100 parts by weight of Portland cement marked P.O 32.5, and then fully stir until uniform at room temperature to obtain a Portland cement-fly ash mixture ;
[0034] (2) Add the Portland cement-fly ash mixture obtained in step (1) into 80 parts by weight of water, the water used is ordinary tap water with a pH value of 7.0, and fully stir ...
Embodiment 2
[0039] A grouting material for water plugging of tunnels in high-pressure water-rich karst areas of the present invention, comprising the following components by weight:
[0040] Class I Class F fly ash 20 parts,
[0041] 10 parts of 711 type water-reducing accelerator,
[0042] Portland cement P.O 32.5 100 parts, and
[0043] 90 parts of groundwater in high-pressure water-rich karst areas (pH value is 6.7).
[0044] A preparation method of the grouting material for tunnel water plugging in the high-pressure water-rich karst area of the above-mentioned embodiment, comprising the following steps:
[0045] (1) Mix 20 parts by weight of Class I Class F fly ash and 100 parts by weight of Portland cement marked P.O 32.5, and then fully stir until uniform at room temperature to obtain a Portland cement-fly ash mixture ;
[0046] (2) Add the Portland cement-fly ash mixture obtained in step (1) into 90 parts by weight of water, the water used is the groundwater in the high-press...
Embodiment 3
[0051] A grouting material for water plugging of tunnels in high-pressure water-rich karst areas of the present invention, comprising the following components by weight:
[0052] Class II Class C fly ash 25 parts,
[0053] 12 parts of 711 type water-reducing accelerator,
[0054]Portland cement P.O 42.5 100 parts, and
[0055] Ordinary tap water (pH value 7.0) 80 parts.
[0056] A preparation method of the grouting material for tunnel water plugging in the high-pressure water-rich karst area of the above-mentioned embodiment, comprising the following steps:
[0057] (1) Mix 25 parts by weight of Class II Class C fly ash and 100 parts by weight of Portland cement marked P.O 42.5, and then fully stir until uniform at room temperature to obtain a Portland cement-fly ash mixture ;
[0058] (2) Add the Portland cement-fly ash mixture obtained in step (1) into 80 parts by weight of water, the water used is ordinary tap water with a pH value of 7.0, and fully stir until uniform...
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