Burn-free brick prepared by using high-volume residual slag, and preparation process thereof
A technology of unburned bricks and high dosage, applied in the direction of sustainable waste treatment, solid waste management, climate sustainability, etc., can solve the problems of lack of supervision, multi-management, low reuse rate, etc., to reduce mutual exclusion energy , Obvious economic and social benefits, low cost effect
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Embodiment 1
[0026] 95 parts of residual sludge, 5 parts of cement, 0 part of fine aggregate, 0.1 part of soil curing agent, and 15 parts of water.
[0027] The preparation process of the above-mentioned residual mud slag unburned brick comprises the following steps:
[0028] (1) After drying the residual mud and slag, crush it through a 10mm sieve, and use the undersieve with a particle size of less than 10mm for later use, and continue to crush and sieve the oversieve;
[0029] (2) Measuring residual sludge (after sieving), cement, fine aggregate, soil stabilizer and water according to the mixing ratio;
[0030] (3) Use the feeder to add the residual sludge, cement and fine aggregate to the mixing tank, dry mix and stir for 2~5min to get the dry mix;
[0031] (3) Add water and soil curing agent to the dry mix in the mixing tank, continue stirring evenly, control the moisture content of the material at 10%~20%, and wet mix the wet mix for 5~10min;
[0032] (4) Send the wet mixture to th...
Embodiment 2
[0035] 70 parts of residual sludge, 15 parts of cement, 15 parts of fine aggregate, 0.02 parts of soil curing agent, and 20 parts of water.
[0036] The preparation process is the same as in Example 1.
[0037] The density grade of the unfired bricks obtained from residual mud and slag is grade A, the strength is 45Mpa, the drying shrinkage rate is 0.03%, the maximum water absorption rate is 5%, the carbonization coefficient is 0.90, the softening coefficient is 0.98, and the frost resistance: mass loss 0.5%, strength loss 1 %.
Embodiment 3
[0039] 76 parts of residual sludge, 4 parts of cement, 20 parts of fine aggregate, 0.01 part of soil curing agent, and 0 part of water.
[0040] The preparation process is the same as in Example 1.
[0041] The density grade of the unfired bricks obtained from residual mud and slag is grade A, the strength is 16Mpa, the drying shrinkage rate is 0.01%, the maximum water absorption rate is 1%, the carbonization coefficient is 0.98, the softening coefficient is 0.95, and the frost resistance: mass loss 2%, strength loss 8 %.
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