Method for modifying raw soil material by utilizing starch residue
A technology of starch residue and permanent soil, which is applied in the direction of climate sustainability, sustainable waste treatment, solid waste management, etc., can solve problems such as difficult storage and transportation, environmental pollution, easy corruption and deterioration, and achieve strength improvement and preparation The process is simple and the raw soil blocks are dense
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Embodiment 1
[0027] Weigh and mix 5400g of northwest loess and 540g of lime in proportion to obtain a mixture; dry and grind 108g of sweet potato dregs, finally add 1620g of water, and boil to obtain sweet potato dregs slurry; weigh 27g of polycarboxylate superplasticizer, 27g Sodium sulfate, and add it to the sweet potato slag slurry, mix evenly to obtain a mixed solution; add the prepared mixed solution to the mixture, and stir vigorously; send the wet-mixed mixture into the vacuum mud mixer for mud refining , extrusion molding. The formed block is naturally dried and cured for 28 days to obtain the finished product. The mechanical strength and water resistance of the obtained raw soil blocks were tested, and the flexural strength was 2.1MPa, the compressive strength was 9.1MPa, and the softening coefficient was 0.61.
Embodiment 2
[0031] Weigh and mix 5400g of northwest loess, 540g of cement, and 270g of lime in proportion to obtain a mixture; dry and grind 81g of potato dregs, finally add 1680g of water, and boil to obtain a slurry of potato dregs; weigh 27g of naphthalene-based water reducer , weigh again 13.5g sodium silicate, 13.5g calcium chloride is configured as activator, and it is added in the potato residue slurry, mixes evenly to obtain mixed solution; Adds the prepared mixed solution in the mixed material, vigorously stirs evenly; Send the wet-mixed mixture into the vacuum mud mill and extrude the mud. The formed block is naturally dried and cured for 28 days to obtain the finished product. The mechanical strength and water resistance of the obtained raw soil blocks were tested, and the flexural strength was 2.6MPa, the compressive strength was 10.5MPa, and the softening coefficient was 0.93. Comparative example 2
Embodiment 3
[0034] Weigh and mix 5400g northwest loess, 540g cement, 270g lime, and 270g building gypsum in proportion to obtain a mixture; dry and grind 54g of kudzu vine dregs, finally add 1960g of water, and boil to obtain kudzu vine dregs slurry; Put the kudzu slag slurry into the mixture, and stir it vigorously; send the wet-mixed mixture into the vacuum mud mill to refine the mud, and then extrude it into shape. The formed block is naturally dried and cured for 28 days to obtain the finished product. The mechanical strength and water resistance of the obtained raw soil blocks were tested, and the flexural strength was 2.8MPa, the compressive strength was 11.3MPa, and the softening coefficient was 0.88.
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