Method and device for solving melting problem of frozen soil
A technology for frozen soil and control devices, which is applied in the fields of soil protection, construction, and infrastructure engineering, etc., and can solve problems such as inability to work at the same time, melting frozen soil, and limited construction time
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Embodiment 1
[0031] like figure 1 As shown, the present application provides a device for solving permafrost thawing, the device includes a generator 1, an air compressor 2, an air handling unit 3, an air storage tank 4, a pressure regulating device 5, a turbo cooler 6, and a ventilation pipe Road 7, control device 8, movable unit 9, permafrost soil 10, wherein:
[0032] The movable unit 9 is a platform for carrying equipment, and the movable unit 9 is equipped with a generator 1, an air compressor 2, an air handling unit 3, an air storage tank 4, a pressure regulating device 5, and a turbo cooler 6. On the ventilation pipeline 7 and the control device 8; the generator 1 and the air compressor 2 are connected through a circuit; Connected by pipelines; the output signal of the gas storage tank 4 and the input signal of the ventilation pipeline 7 are respectively connected with the input of the control device 8 through the signal line; the output of the control device 8 is connected with th...
Embodiment 2
[0044] The present application provides a method for solving permafrost thawing, the method is applied to the above-mentioned device for solving permafrost thawing, and the method includes:
[0045] Step 101: Determine the type of frozen soil body 10;
[0046] Step 102: According to the type of the permafrost soil mass 10, determine the blowing mode for blowing cold air from the ventilation pipeline 7;
[0047] Specifically, the types of the permafrost soil 10 include embankment slopes, pier pile foundations, and tunnels; the blowing modes include surface blowing, internal blowing, and both surface and internal blowing modes.
[0048] In practical applications, if the type of frozen soil 10 includes roadbed slopes and pier pile foundations, the blowing mode is surface blowing or internal blowing;
[0049] If the type of the frozen soil mass 10 is a tunnel, the blowing mode is surface blowing.
[0050] Step 103: Determine the cold air flow rate and cold air temperature of the...
Embodiment 3
[0053] like figure 2 As shown, the embodiment of the present application takes the cold air provided by the cooling air source to directly act on the surface of the frozen soil body through the ventilation pipe to cool the frozen soil body as an example, for illustration:
[0054] Judging that the type of frozen soil 10 is the embankment slope, and determining that the blowing mode is surface blowing, the turbo cooler 6 will decompress and cool the compressed air with a certain temperature and pressure; The surface of the unthawed frozen soil mass 10 is cooled.
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