Efficient dehydration method for urban construction waste mud
A waste mud, high-efficiency technology, applied in chemical instruments and methods, water/sludge/sewage treatment, sludge treatment, etc., can solve the problem of not considering the influence of the flocculant filter press dehydration performance, etc., to facilitate outbound disposal. Or reuse, improve dehydration efficiency, and quickly reduce the effect of dehydration
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Embodiment 1
[0024] The moisture content of the waste mud produced by the foundation excavation of a construction site is 620% (moisture content on a dry basis, the same below).
[0025] Through the flocculation test, cationic polyacrylamide (molecular weight 12 million) was finally selected as the optimal flocculant, and the optimal addition amount was 0.2% (according to the addition of mud dry matter, the same below). The Cu of the mud after flocculation was 7.8, and the moisture content of the concentrated mud is 186%.
[0026] According to the percentage by weight, 55% of lime, 12% of sawdust, 18% of fly ash, and 15% of slag are added to the mud with a weight ratio of 7%, and stirred evenly.
[0027] Press filter at 0.9 MPa for 35 minutes on a plate and frame filter press, and the moisture content of the mud cake after the filter press is 28.2%.
Embodiment 2
[0029] The moisture content of the waste mud generated from the construction of cast-in-place piles at a construction site is 850%.
[0030] Through the flocculation test, anionic polyacrylamide (molecular weight: 15 million) was finally selected as the optimal flocculant, the optimal addition amount was 0.1%, the Cu of the mud after flocculation was 6.5, and the moisture content of the concentrated mud was 170%.
[0031] According to the weight percentage calculation, 50% of lime, 10% of sawdust, 20% of fly ash, and 20% of slag are added to the mud at a weight ratio of 5%, and stirred evenly.
[0032] Press filter at 0.8 MPa for 30 minutes on a plate and frame filter press, and the moisture content of the mud cake after the filter press is 27.2%.
[0033] The present invention fully combines the mud-water separation rate and the mud dehydration performance after flocculation to select the flocculant and the addition amount, which not only ensures the mud settlement rate, real...
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