Tunnel deformation real-time monitoring device and method
A technology of real-time monitoring and tunneling, applied in the direction of measuring devices, optical devices, instruments, etc., can solve the problems of limited measurement and monitoring frequency, untimely monitoring information feedback, etc., and achieve the effect of improving measurement accuracy, reducing errors, and high measurement accuracy
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Embodiment 1
[0040] like Figure 1~7 A real-time monitoring device for tunnel deformation, comprising a plurality of level gauges 2 arranged at the top of the tunnel 7 for measuring the settlement of the vault of the tunnel 7;
[0041] It also includes a laser range finder 3 arranged on the side wall of the tunnel 7 for monitoring the convergence of the tunnel 7;
[0042] The level 2 and the laser range finder 3 are electrically connected to the data acquisition device 4 , and the data acquisition device 4 is electrically connected to the data base station 5 . Based on this structure, the level instrument 2 and the laser range finder 3 are used to jointly monitor the deformation of the tunnel, which improves the success rate of monitoring and reduces the interference of construction personnel and equipment on the monitoring device.
[0043] The preferred solution is as figure 1 Among them, the data base station 5 is electrically connected to the tunnel monitoring platform 6 . With this ...
Embodiment 2
[0055] On the basis of embodiment 1, a kind of method that adopts above-mentioned tunnel deformation real-time monitoring device comprises the following steps:
[0056] S1, select the position of the deformation measuring point of the tunnel 7;
[0057] S2. Install level 2, laser range finder 3, data acquisition device 4 and data base station 5; set the number of laser beam reflections in laser range finder 3 according to the working conditions, usually it should be set slightly smaller than the limit range to ensure reliability sex.
[0058] There are at least two level gauges in a group, which are communicated through the connecting pipe 23, and liquid is arranged in the level gauge 2; the level gauge 2 in a group should be arranged roughly in the same elevation. For example, the elevation difference does not exceed 1 / 2 of the range.
[0059] The height data of one group of leveling instruments 2 is differenced, and the data is sent to the data acquisition device 4; multip...
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