Curing agent special for Bayer process red mud roadbeds and preparation method and application method thereof
A Bayer process red mud and curing agent technology, which is applied in solid waste management, sustainable waste treatment, climate sustainability, etc. It has the advantages of easy popularization and application, low cost and simple preparation method.
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Embodiment 1
[0040] 【formula】
[0041] Phosphogypsum 75KgCaCl 2 20Kg
[0042] Slag fine powder 4KgBaCl 2 1Kg
[0043] 【Preparation】
[0044] a) Dry the phosphogypsum with the formulated amount at 100-110°C for 6 hours, grind it with a ball mill and pass it through a 100-mesh sieve for later use;
[0045] b) Add the recipe amount of CaCl 2 After drying the slag fine powder at 65°C for 6 hours, add the phosphogypsum prepared in step a, fully mix and grind, and obtain a mixture with a pH value of 6;
[0046] c) At room temperature, the formula amount of BaCl 2 Add it into the mixture described in step b, and mix well to obtain the finished curing agent.
[0047] 【Application and effect】
[0048] The curing agent prepared above is mixed evenly with 10% of the red mud above the optimum water content of 2 percentage points, and molded and maintained. The unconfined compressive strength after 7 days was 1.5MPa, and the pH value of the red mud specimen decreased to 8.9.
Embodiment 2
[0050] 【formula】
[0051] Phosphogypsum 70KgCaCl 2 24Kg
[0052] Slag fine powder 4.8KgBaCl 2 1.2Kg
[0053] 【Preparation】
[0054] The preparation method is the same as in Example 1.
[0055] 【Application and effect】
[0056] The application method is the same as the first embodiment.
[0057] The unconfined compressive strength after 7 days was 1.2MPa, and the pH value of the red mud specimen decreased to 9.3.
Embodiment 3
[0059] 【formula】
[0060] Phosphogypsum 80KgCaCl 2 16Kg
[0061] Slag fine powder 3.2KgBaCl 2 0.8Kg
[0062] 【Preparation】
[0063] The preparation method is the same as in Example 1.
[0064] 【Application and effect】
[0065] The application method is the same as the first embodiment.
[0066] The unconfined compressive strength after 7 days was 1.4MPa, and the pH value of the red mud specimen decreased to 8.5.
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