Thermodynamic calculation method of circulating fluidized bed ash composite grouting material
A circulating fluidized bed and composite grouting technology, which is applied in chemical process analysis/design, computational theoretical chemistry, informatics, etc., can solve the problem of utilization degree and utilization efficiency less than 40%, irregular particle shape, loose structure, etc. problems, to achieve the effect of accelerating the rate of hydration reaction, high utilization rate of solid waste, and promoting solidification
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Embodiment 1
[0027] The circulating fluidized bed ash-slag composite grouting material of the present embodiment is 10% bottom slag, 20% fly ash, 10% rich hydropower stone slag, 30% NaOH and Na 2 SO 4 Composite solution (concentration 2mol / L, NaOH and Na 2 SO 4 The solution mass ratio is 1:1), 20% metakaolin, and 10% P.O.42.5 ordinary Portland cement.
[0028] The preparation process of the circulating fluidized bed ash-slag composite grouting material as above is as follows:
[0029] Stir the fly ash, bottom slag, metakaolin, and cement for 30 minutes at a speed of 100 r / min to make them fully mixed; then mix the prepared NaOH and NaOH 2 SO 4 The composite solution and hydroelectric rock slag were stirred at a speed of 300 rpm for 15 minutes, and then poured into the fly ash, bottom slag, metakaolin, and cement compound in proportion to prepare the circulating fluidized bed ash-slag composite injection. Slurry material, and finally pour the composite grouting material into a 40*40*10...
Embodiment 2
[0042]The circulating fluidized bed ash-slag composite grouting material of the present embodiment is 15% bottom slag, 15% fly ash, 10% rich hydropower stone slag, 30% NaOH and Na 2 SO 4 Composite solution (concentration 2mol / L, NaOH and Na 2 SO 4 The solution mass ratio is 1:1), 20% metakaolin, and 10% P.O.42.5 ordinary Portland cement.
[0043] The preparation process of the circulating fluidized bed ash-slag composite grouting material as above is as follows:
[0044] Stir the fly ash, bottom slag, metakaolin, and cement for 30 minutes at a speed of 100 rpm to make them fully mixed, and then mix the prepared NaOH and NaOH 2 SO 4 The composite solution and hydroelectric rock slag were stirred at a speed of 300 rpm for 15 minutes, and then poured into the fly ash, bottom slag, metakaolin, and cement compound in proportion to prepare the circulating fluidized bed ash-slag composite injection. Slurry material, and finally pour the composite grouting material into a 40*40*1...
Embodiment 3
[0057] The circulating fluidized bed ash-slag composite grouting material of the present embodiment is 20% bottom slag, 10% fly ash, 10% rich hydropower stone slag, 30% NaOH and Na 2 SO 4 Composite solution (concentration 2mol / L, NaOH and Na 2 SO 4 The solution mass ratio is 1:1), 20% metakaolin, and 10% P.O.42.5 ordinary Portland cement.
[0058] The preparation process of the circulating fluidized bed ash-slag composite grouting material as above is as follows:
[0059] Stir the fly ash, bottom slag, metakaolin, and cement for 30 minutes at a speed of 100 rpm to make them fully mixed, and then mix the prepared NaOH and NaOH with a specified concentration 2 SO 4 The composite solution and hydroelectric rock slag were stirred at a speed of 300 rpm for 15 minutes, and then poured into the fly ash, bottom slag, metakaolin, and cement compound in proportion to prepare the circulating fluidized bed ash-slag composite injection. Slurry material, and finally pour the composite ...
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