Device for diagnosing and repairing low-temperature unfrozen defect caused by breakage of freezing pipe at soft-hard interface
A defect diagnosis and freezing pipe technology, applied in safety devices, measuring devices, drainage and other directions, can solve the problem that the temperature of the fractured fracture position of the frozen pipe cannot be accurately monitored, the leakage of salt water into the soft and hard composite formation pressure is difficult to monitor, and the low temperature unfrozen defect is difficult. Quick and accurate repairs, etc.
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Embodiment 1
[0039] Diagnose the low-temperature unfrozen defects caused by the fracture of the frozen pipe at the soft-hard interface and repair devices, including: fiber grating temperature measurement system, dynamic water drainage and seepage pressure detection system, permafrost gap volume detection system, and repair freezing system.
[0040] Such as figure 1 The above-mentioned systems shown schematically are used as devices, and the above-mentioned systems should be installed and integrated in a hard protective case in practical application.
[0041] The first part of the subsystem: fiber grating temperature measurement system
[0042] As an example, figure 1 The medium fiber grating temperature measurement system includes a first optical fiber 101, a second optical fiber 102, a third optical fiber 103, a fourth optical fiber 104, a first grating 105, a second grating 106, a fiber grating encapsulant 107, a fiber grating connecting line 108, an optical fiber Raster controller 109...
Embodiment 2
[0064] Step 1, Prefabrication Stage
[0065] In the stratum interface of the excavated subway tunnel, each frozen pipe 501 of the frozen pipe system is arranged, and the stratum interface involves the concrete segment 701, the rock layer 702, the soft soil layer 703, the concrete segment-rock interface 704, and the rock-soft soil interface 705; Prefabricated fiber grating temperature measurement system, power water cleaning and drainage and seepage pressure detection system, and permafrost gap volume detection system under each freezing pipe 501 of the freezing pipe system;
[0066] Prefabricate and repair the freezing system under each freezing pipe 501 of the freezing pipe system;
[0067] Each freezing pipe of the freezing pipe system is prefabricated with a flow sensor 502 and a liquid storage separation tank 503;
[0068] Step 2, Probing Phase
[0069] 2.1 Run the first part of the subsystem: fiber grating temperature measurement system
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