Simulation test device for response characteristic of tunnel lining geological radar and test method thereof
A technology of geological radar and response characteristics, applied in the direction of measuring devices, instruments, scientific instruments, etc., can solve the problems of lack of pertinence, comprehensiveness and reusability, and achieve good reusability, good simulation effect and strong pertinence Effect
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Embodiment 1
[0047] The present invention will be further elaborated below through specific examples and accompanying drawings. It should be pointed out that what is disclosed below is only a preferred embodiment of the present invention, and certainly cannot limit the scope of rights of the present invention with this. Under the premise of departing from the principle of the present invention, those skilled in the art can also make some improvements and modifications, and these improvements and modifications should also be regarded as the protection scope of the present invention.
[0048] The simulation test device for the response characteristics of tunnel lining geological radar includes: a main body model 1 with a plurality of rectangular slots 10 penetrating the model reserved, rectangular concrete parts corresponding to the size of the slots 10 (including simulated steel bars, steel arches, cavities, cracked concrete columns, and concrete slabs to simulate voids), and the filling and...
Embodiment 2
[0073] here Figure 1 to Figure 15 The content is the same as that of Embodiment 1, only the type of concrete parts inserted in the slot is changed to simulate another lining quality situation.
[0074] Figure 17 It is the front view of the overall model of Example 2 of the present invention. Note that this is only one possible combination, and other combinations are possible. Here, the lining with poor quality is simulated, the upper reinforcement 2 is incomplete, pure concrete columns are inserted into the 5th slot, and reinforced concrete columns are inserted into the other 5 slots; there is a hollow in the middle, and a hollow concrete slab is inserted into the rectangular slot ;The lower part of the steel arch frame is complete, the steel arch concrete columns are inserted into the 1st, 3rd, and 5th slots, and the pure concrete columns are inserted into the 2nd and 4th slots; there is no cavity in the middle, and all square slots are inserted Pure concrete columns.
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