Permafrost subgrade structure based on hydrothermal phase change principle and construction method thereof
A frozen soil and roadbed technology, applied in the direction of roads, roads, buildings, etc., can solve the problem of not being able to maintain the thermal stability of the roadbed for a long time, and achieve the effect of simple structure, easy construction, and maintaining thermal stability.
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Embodiment 1
[0023] Embodiment 1: as Figure 1~2 As shown, a permafrost roadbed structure based on the principle of hydrothermal phase transition, which includes a permafrost roadbed 1, the inside of the permafrost roadbed 1 is provided with a hard insulation board 2 along the laying direction, and the interior of the hard insulation board 2 is provided with There are several water grids 3, and each water grid 3 is filled with water. The volume of water filled in each water grid 3 is 92% of the volume of the water grid 3, or 93% of the volume of the water grid 3, or between 92% and 93% of the volume of the water grid any value.
[0024] Wherein the water grid 3 is set during the prefabrication process of the hard insulation board 2, the water yield in each water grid 3 is about 92% of the volume of the water grid 3, and each water grid 3 forms an independent space, and the moisture cannot A leak occurs. The water volume setting at positive temperature can ensure that the water grid 3 pl...
Embodiment 2
[0028] Embodiment 2: as Figure 1~2 As shown, the construction method of a permafrost subgrade structure based on the principle of hydrothermal phase transition described in Example 1 comprises the following steps: (1) laying the lower permafrost subgrade; (2) prefabricating a hard insulation board (3) laying a prefabricated hard thermal insulation board above the permafrost subgrade of the lower layer; (4) laying the upper permafrost subgrade above the hard thermal insulation board layer; wherein,
[0029] (2) Prefabricated hard insulation board layer: in the first step, the bottom of the prefabricated water grid groove 3-1 is correspondingly embedded in the lower groove 2-4 of the lower cover 2-2 of the hard insulation board; the second The first step is to inject water into the water grille groove 3-1 to the water level; the third step is to seal the ring pin 3-4 into the ring slot 3-3 so that the water grille cover plate 3-2 is in contact with the water level. The grid gr...
Embodiment 3
[0031] Embodiment 3: Aiming at the principle of the present invention, this embodiment uses the finite element method to carry out numerical simulation, and provides the calculation process and results:
[0032] 1. Control equation
[0033] Based on the Fourier heat transfer law and the energy conservation equation, the two-dimensional heat conduction equation can be obtained as shown in equation (1):
[0034]
[0035] In the formula: ρ is the density of the soil; C is the apparent specific heat capacity of the subgrade soil, as shown in formula (2); T is the temperature at any point in the soil; λ is the apparent thermal conductivity of the soil, as shown in formula (3); t is time; (x, y) is coordinate point.
[0036] Considering that the specific heat capacity and thermal conductivity of the soil during the freezing and thawing process are directly related to the freezing state of the soil, and the specific heat capacity of the soil will be affected by the phase change o...
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