Diatomite-coal ash-silica fume modified permeable cement concrete
A technology for permeable cement and fly ash, applied in the field of concrete, can solve the problems of large performance error of permeable concrete, increased cost of permeable concrete, complicated process, etc., and achieve the effects of realizing waste utilization, improving strength, and improving economic benefits.
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Embodiment 1
[0019] The embodiment of the present invention mentions diatomite-fly ash-silica fume modified permeable cement concrete, and the raw materials for preparing pervious cement concrete include: 1514kg of recycled coarse aggregate, 435kg of cement, 13kg of third-grade fly ash, and 13kg of silica fume. , 13kg of three-grade diatomaceous earth, 142kg of water, and 2.2g of water reducing agent.
[0020] Among them, the design porosity of the recycled coarse aggregate is 15%, and the particle size of the recycled coarse aggregate is 8mm.
Embodiment 2
[0022] The embodiment of the present invention mentions diatomite-fly ash-silica fume modified permeable cement concrete, and the raw materials for preparing pervious cement concrete include: 1514kg of recycled coarse aggregate, 374kg of cement, 35kg of third-grade fly ash, and 12kg of silica fume. , 35kg of third-grade diatomaceous earth, 139kg of water, and 1.9g of water reducing agent.
[0023] Among them, the design porosity of the recycled coarse aggregate is 15%, and the particle size of the recycled coarse aggregate is 4.75mm.
Embodiment 3
[0025] The embodiment of the present invention mentions diatomite-fly ash-silica fume modified permeable cement concrete. The raw materials for per cubic meter of permeable cement concrete include: 1514 kg of recycled coarse aggregate, 375 kg of cement, 23 kg of tertiary fly ash, and 23 kg of silica fume. , 34kg of three-grade diatomaceous earth, 136kg of water, and 1.9g of water reducing agent.
[0026] Among them, the design porosity of the recycled coarse aggregate is 15%, and the particle size of the recycled coarse aggregate is 9.5mm.
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