Sludge curing material for comprehensively utilizing phosphorous gypsum
A technology for solidifying materials and phosphogypsum, applied in the field of silt solidifying materials, can solve problems such as less than 10% effective utilization rate, and achieve the effects of reducing the difficulty of engineering construction, avoiding adverse effects and reducing construction costs
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Embodiment 1
[0020] The composition of each component in this embodiment is, by weight percentage, 20% of phosphogypsum; 24% of fly ash; 29% of mineral powder; 24% of lime; and 3% of activator. Wherein the activator is sulfate, after fully mixing the above proportioned sludge solidification material, 80 kg of solidification material is mixed into each cubic meter of sludge and stirred evenly. The sludge involved in this embodiment is common dredging sludge, and the water content is controlled below 80%. After the sludge is solidified, the unconfined compressive strength reaches 0.219MPa at 7d, 0.447MPa at 14d, and 0.538MPa at 28d. At the same time, the mechanical properties of the sludge solidified products tend to be stable. , at the same time, the permeability coefficient of the sludge after solidification is less than 10 -7 cm / s.
Embodiment 2
[0022] The difference between this example and Example 1 is that the activator is lignosulfonate. After fully mixing the above proportioned sludge solidification material, 80 kg of solidification material is mixed into each cubic meter of sludge and stirred evenly. The sludge involved in this embodiment is common dredging sludge, and the water content is controlled below 80%. After the sludge is solidified, the unconfined compressive strength reaches 0.178MPa at 7d, 0.417MPa at 14d, and 0.629MPa at 28d. At the same time, the mechanical properties of the sludge solidified products basically tend to be stable. , at the same time, the permeability coefficient of the sludge after solidification is less than 10 -7 cm / s.
Embodiment 3
[0024] The difference between the present embodiment and embodiment one is only that the exciter is a silicate. After the above proportioned sludge solidified material is fully mixed, 80 kilograms of solidified material is blended in every cubic meter of sludge and stirred uniformly. The sludge involved in this embodiment is common dredging sludge, and the water content is controlled below 80%. After the sludge is solidified, the unconfined compressive strength reaches 0.173MPa at 7d, 0.234MPa at 14d, and 0.547MPa at 28d. At the same time, the mechanical properties of the sludge solidified products basically tend to be stable. , at the same time, the permeability coefficient of the sludge after solidification is less than 10 -7 cm / s.
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