Polluted soil ectopic curing repair construction device system and construction method
A technology of polluted soil and construction method, which is applied in the field of polluted soil remediation, can solve the problem of not forming a soil solidified body, and achieve the effect of saving consumption and reducing engineering costs.
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Embodiment 1
[0044] The invention provides a construction device system and construction method for heterotopic solidification and restoration of polluted soil, referring to figure 1 As shown, it specifically includes the following steps:
[0045] Step S1, firstly determine the excavation scope of the contaminated soil, and then excavate the contaminated soil within this scope.
[0046] Step S2, using the excavation and transportation unit to dig up the contaminated soil and send it to the soil transportation equipment, and then transport it to the restoration operation area through the soil transportation equipment for soil restoration. Among them, the soil excavation and transportation unit includes soil excavation equipment and soil transportation equipment. The soil excavation equipment excavates the contaminated soil and loads it into the soil transportation equipment, and the soil transportation equipment transports the contaminated soil to the remediation operation area. In a speci...
Embodiment 2
[0056] The construction method of this embodiment is the same as that of Embodiment 1, the difference is that the curing agent in step S5 specifically includes Portland cement, bentonite, and magnesium oxide compound soil curing agent, and the weight ratio of the three is 7:1:2 . The analysis and test results of the solidified body show that the leaching concentrations of cadmium, arsenic and lead in the leaching solution are all lower than the leaching toxicity target value formulated in the restoration technical plan of the project, meeting the acceptance standard; the average compressive strength of the solidified block is 2.3MPa, and the The minimum compressive strength of a single block is 2.1MPa, which is slightly higher than the compressive strength requirement (2.0MPa) of the solidified block formulated in the restoration technical plan of the project.
Embodiment 3
[0058] The construction method of this embodiment is the same as that of Embodiment 1, except that the weight ratio of the curing agent added in step S5 to the soil is 5:10. The weight ratio of water to soil / curing agent mixture in the soil / curing agent mixture after the water injection treatment in step S6 is 1:1. During the pressing process in step S7, the pressure of the pressing forming module to form the solidified soil block is 50 MPa, and the vibration frequency is 4500 times / min. The analysis and test results of the solidified body showed that the leaching concentrations of cadmium, arsenic and lead in the leaching solution were all lower than their detection limits, far lower than the leaching toxicity target value formulated in the restoration technical plan of the project, and reached the acceptance standard; and the solidified block The average compressive strength is 10.5MPa, and the minimum compressive strength of a single block is 9.6MPa, both of which are far h...
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