High addition fly ash cement and method for producing the same
A technology with high content of fly ash cement, applied in the direction of sustainable waste treatment, solid waste management, climate sustainability, etc., can solve the problems of environmental hazards, complex production process, low early strength, etc., to reduce production capacity Consumption and cost, reduce production cost, prevent the effect of steel corrosion
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Embodiment 1
[0028] Adopt HB-F fly ash in Table 1, control particle size 400 mesh sieve remaining 10%, mix dihydrate gypsum and calcined gypsum with the weight ratio of dihydrate gypsum: calcined gypsum=1:2 to obtain mixed gypsum, water reducing agent adopts wood Sodium sulfonate; activator adopts the mixture of sodium carbonate and alum (sodium carbonate: the mass ratio of alum=1: 1), above-mentioned various raw materials are mixed according to the mass percentage content listed in table 2, ball milling, control overall particle size 200 Mesh sieve remaining 10%. According to the GB1344-1999 test method, the performance is measured, and the measurement results are listed in Table 3. From the results, it can be seen that the cement of this embodiment reaches the 425 grade cement in GB1344-1999.
Embodiment 2
[0030] Adopt SD-F fly ash in Table 1, control particle size 400 mesh sieve remaining 10%, mix dihydrate gypsum and calcined gypsum with the weight ratio of dihydrate gypsum: calcined gypsum=1:10 to obtain mixed gypsum, water reducing agent adopts wood Sodium sulfonate; activator adopts the mixture of calcium chloride and sodium sulfate (calcium chloride: the mass ratio of sodium sulfate=1: 2), above various raw materials are mixed according to the mass percentage content listed in table 2, ball milling, Control the remaining 10% of the particle size through a 200-mesh sieve. According to the GB1344-1999 test method, the performance is measured, and the measurement results are listed in Table 3. From the results, it can be seen that the cement of this embodiment reaches the 525 grade cement in GB1344-1999.
Embodiment 3
[0032] Adopt HN-F fly ash in Table 1, control particle size 400 mesh sieve remaining 10%, mix dihydrate gypsum and calcined gypsum with the weight ratio of dihydrate gypsum: calcined gypsum=10:1 to obtain mixed gypsum, water reducer adopts poly Sodium methine naphthalene sulfonate; activator adopts the mixture of calcium chloride and sodium sulfate (calcium chloride: the mass ratio of sodium sulfate=1: 3), with above various raw materials according to the mass percent content listed in table 2 Mixing, ball milling, controlling particle size 200 mesh sieve remaining 10%. According to the GB1344-1999 test method, the performance is measured, and the measurement results are listed in Table 3. From the results, it can be seen that the cement of this embodiment reaches the 325 grade cement in GB1344-1999.
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