A mobile dynamic monitoring pan-tilt in a tunnel
A dynamic monitoring, tunnel-inside technology, applied in the direction of using feedback control, etc., can solve the problems such as the inability to achieve fast and accurate crack detection, the inability to effectively extract crack information, and the imperfect corresponding solutions in the tunnel, and achieve the structural composition method. Flexibility, improved maintenance ability, easy processing and operation
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Embodiment 1
[0050] Such as figure 1 , figure 2 As shown, the present invention includes a monitoring platform that moves back and forth along the longitudinal extension of the monitored tunnel, a moving track for the monitoring platform to move back and forth, a moving mechanism that drives the monitoring platform to move back and forth on the moving track, and The mobile track is a suspension mechanism suspended on the tunnel inner wall 6 of the monitored tunnel, the upper end of the suspension mechanism is fastened and fixed on the tunnel inner wall 6, and the mobile track is fixed below the suspension mechanism. The moving track is arranged along the longitudinal extension direction of the monitored tunnel. The moving mechanism includes a moving wheel installed on the moving track and moving forward and backward along the moving track, a drive motor 2-2 that drives the moving wheel to move forward and backward, and a mounting bracket for installing the drive motor 2-2, The power output...
Embodiment 2
[0082] Such as image 3 As shown, in this embodiment, the difference from embodiment 1 is that the suspension mechanism is fixed on the right side of the vault of the monitored tunnel.
[0083] In actual use, in order to ensure the crack detection range of the crack detector 1-2, two movable dynamic monitoring platforms can be installed in the monitored tunnel, and the two movable dynamic monitoring platforms The suspension mechanism is installed symmetrically on the left and right sides of the vault of the monitored tunnel.
[0084] In this embodiment, the rest of the structure and connection relationship are the same as in Embodiment 1.
Embodiment 3
[0086] Such as Figure 4 . Figure 5 As shown, in this embodiment, the difference from Embodiment 2 is: the moving track is a translation rope 3-2; the moving wheel is a pulley 5-3 that can slide back and forth on the translation rope 3-2, and the pulley The wheel body of 5-3 is provided with an annular rope groove for clamping the translation rope 3-2, and the pulley 5-3 is located above the translation rope 3-2.
[0087] In this embodiment, the suspension mechanism is a pole-type suspension mechanism, and the pole-type suspension mechanism includes a plurality of rope supports 5-1 for supporting the translational ropes 3-2, and the rope supports 5- 1 is provided with a straight rope groove 5-2 for clamping the translation rope 3-2; a plurality of the rope supports 5-1 are arranged from front to back along the longitudinal extension direction of the monitored tunnel, and each The rope supports 5-1 are all fixed on the inner wall 6 of the tunnel.
[0088] The straight rope groove...
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