High addition fly ash cement and method for producing the same
A fly ash cement, high content technology, applied in sustainable waste treatment, solid waste management, climate sustainability, etc., can solve the problems of environmental hazards, complex production process, low early strength, etc. The effect of reducing consumption and cost, reducing production cost and preventing steel corrosion
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Embodiment 1
[0028] Use the HB-F fly ash in Table 1, control the particle size of 400 mesh and sieve the remaining 10%, mix dihydrate gypsum and calcined gypsum with a weight ratio of dihydrate gypsum: calcined gypsum = 1:2 to obtain mixed gypsum, and use wood as a water reducer 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] Use SD-F fly ash in Table 1, control the particle size of 400 mesh sieve and the remaining 10%, mix dihydrate gypsum and calcined gypsum with a weight ratio of dihydrate gypsum: calcined gypsum = 1:10 to obtain mixed gypsum, and use wood as a water reducer Sodium sulfonate: The activator adopts the mixture of calcium chloride and sodium sulfate (calcium chloride: the mass ratio of sodium sulfate=1:2), and the above various raw materials are mixed according to the mass percentage content listed in Table 2, ball milled, Control 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 525 grade cement in GB1344-1999.
Embodiment 3
[0032] Use the HN-F fly ash in Table 1, control the particle size of 400 mesh sieve and the remaining 10%, mix dihydrate gypsum and calcined gypsum with the weight ratio of dihydrate gypsum: calcined gypsum = 10:1 to obtain mixed gypsum, and use poly Sodium methylene 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 percentage 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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