Pile temperature and deformation measuring transparent soil testing device for energy pile group and testing method of testing device
A test device and transparent soil technology, which is applied in the field of civil engineering, can solve the problems of not being able to better simulate the actual engineering situation, and achieve the effect of optimizing the test device for thermodynamic characteristics research and improving the singleness
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Embodiment 1
[0053]This embodiment discloses an energy pile group pile temperature-deformation measurement transparent soil test device, which includes an optical platform 1 , a transparent model groove 2 and an end bearing groove 3 .
[0054] see figure 1 , the optical table 1 is equipped with a transparent model tank 2 and four lifting brackets 101, the transparent model tank 2 is a rectangular tank with an upper end opening, and the four lifting brackets 101 are respectively located on the four sides of the transparent model tank 2. An infrared thermal imager 102 is installed directly above the transparent model tank 2 .
[0055] The lifting bracket 101 is provided with a vertical slide bar, and the projection of the slide bar of each lifting bracket 101 on the corresponding side wall of the transparent model groove 2 coincides with the central axis of the side wall. Infrared thermal imager 102 , laser emitter 104 and CCD industrial camera 103 are slidably connected on the slide bar. I...
Embodiment 2
[0063] This embodiment is based on the test method of a kind of energy pile group pile temperature-deformation measurement transparent soil test device described in embodiment 1, comprising the following steps:
[0064] 1) Place the transparent model tank 2 on the optical table 1, and fix a plurality of stake forms 303 at the bottom of the transparent model tank 2, coat the inner walls of the stake forms 303 with waterproof vaseline, and install flexible springs 302 in the stake forms 303 to ensure waterproof Vaseline prevents the seepage of the transparent soil 201 and reduces the frictional resistance of the pile formwork 303 side walls.
[0065] 2) Prepare a transparent liquid with the same refractive index as the transparent solid particles, first fill the transparent model tank 2 with a transparent liquid with a height of 5 cm, and then fill in transparent solid particles of the same height, and the transparent liquid and transparent solid particles alternate in turn fill...
Embodiment 3
[0072] This embodiment discloses an energy pile group pile temperature-deformation measurement transparent soil test device, which includes an optical platform 1 , a transparent model groove 2 and an end bearing groove 3 .
[0073] see figure 1 , the optical table 1 is equipped with a transparent model tank 2 and four lifting brackets 101, the transparent model tank 2 is a rectangular tank with an upper end opening, and the four lifting brackets 101 are respectively located on the four sides of the transparent model tank 2. An infrared thermal imager 102 is installed directly above the transparent model tank 2 .
[0074] The lifting bracket 101 is provided with a vertical slide bar, and the projection of the slide bar of each lifting bracket 101 on the corresponding side wall of the transparent model groove 2 coincides with the central axis of the side wall. Infrared thermal imager 102 , laser emitter 104 and CCD industrial camera 103 are slidably connected on the slide bar. ...
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