A Red Mud Utilization Method Based on Co-processing of Industrial Tail Gas-Sewage Treatment-Green High Performance Civil Functional Materials
A high-performance red mud technology, applied in water/sewage treatment, adsorption water/sewage treatment, water/sludge/sewage treatment, etc., to improve adsorption efficiency, reduce toxic gas emissions, and stabilize product quality
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Embodiment 1
[0044] Based on the first technical solution mentioned in the claims, a method for preparing green civil engineering functional materials from red mud treatment sewage residues comprises the following steps: (the first step here is to prepare raw materials, grind and sieve, and the second The step is to prepare the ingredients)
[0045] (1) The red mud used is the Bayer process red mud, which is dried and ground and passed through a 200-mesh sieve to prepare a slurry with a water-cement ratio of 1.0;
[0046] (2) Adjust carbonization parameters: pressure 0.8MPa, temperature 80°C, industrial tail gas from power plant is used, carbonization time is 8 hours (to make the pH value of the red mud 8), and then the carbonized red mud is dried, ground and passed 300 mesh sieve, spare;
[0047] (3) Preparation of sewage treatment agent: 90 parts of red mud for carbonization treatment, 10 parts of fly ash, 4 parts of cetyl ammonium bromide, fully mixed and set aside;
[0048] (4) The p...
Embodiment 2
[0057] (1) Dry the red mud residue after sewage treatment (same as Example 1), granulated blast furnace slag, sodium silicate, and bentonite until the water content is less than 1%, grind, and pass through a 200-mesh sieve;
[0058] (2) Weigh 40 parts of red mud, 50 parts of granulated blast furnace slag, 10 parts of sodium hydroxide, and 5 parts of fly ash, add water until the water-cement ratio is 0.4, stir for 30 seconds and pour the test mold, and test parameters such as strength and setting time .
[0059] The test strength adopts GBT 17671-1999 cement mortar strength test method, the heavy metal leaching amount is tested according to GB / T30810-2014, and the performance indicators in Table 3 are obtained according to the test method:
[0060] Table 3 performance test results
[0061]
Embodiment 3
[0063] (1) Weigh 50 parts of red mud, 25 parts of steel slag, 20 parts of desulfurized gypsum, 10 parts of carbide slag, add water until the water-cement ratio is 0.6, and mix well;
[0064] (2) Calcinate the mixed sample to 1350°C, keep it warm for 3 hours, and dry it after water cooling;
[0065] (3) Grind the calcined sample to a specific surface area of 400m 2 / kg, add water until the water-cement ratio is 0.4, stir for 30s, pour the test block, and test parameters such as strength and setting time.
[0066] The test strength adopts GBT 17671-1999 cement mortar strength test method, the heavy metal leaching amount is tested according to GB / T30810-2014, and the performance indicators in Table 4 are obtained according to the test method:
[0067] Table 4 performance test results
[0068]
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