Settlement and Deformation Monitoring System of Expressway Bridges and Culverts
A technology for expressway and deformation monitoring, applied in height/horizontal measurement, measuring devices, surveying and navigation, etc., can solve problems such as bridge safety reduction, stoppage, overloading, etc., to reduce monitoring costs, facilitate the monitoring process, and improve monitoring efficiency effect
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Embodiment 1
[0024] The invention provides a highway bridge and culvert settlement deformation monitoring system, including:
[0025] Multiple observations marked 1, such as Figure 1-2 As shown, they are set respectively on the culvert 5 of the monitored expressway, the bridge girder part 2, each girder cap 3 and each pier 4, six observation marks 1 are set in the culvert 5, and the entrance of the culvert 5 Two observation marks 1 are set opposite to each other at a distance of 0.2 meters from the lower surface on the side wall of the culvert 5, and two observation marks 1 are set on the side wall at the exit of the culvert 5 opposite to the upper surface at a distance of 0.1 meters. Two observation marks 1 are also arranged oppositely on the lower surface, and the projections of the six observation marks 1 of each culvert 5 on the same horizontal plane form a circle, and the bridge body girder 2 is oppositely arranged with two observation marks 1 every 5 meters. Six observation marks 1...
Embodiment 2
[0032] The invention provides a highway bridge and culvert settlement deformation monitoring system, including:
[0033] Multiple observations marked 1, such as Figure 1-2 As shown, they are set respectively on the culvert 5 of the monitored expressway, the bridge girder part 2, each girder cap 3 and each pier 4, six observation marks 1 are set in the culvert 5, and the entrance of the culvert 5 Two observation marks 1 are arranged on the side wall at 0.3 meters away from the lower surface, and two observation marks 1 are arranged on the side wall at the exit of the culvert 5 at a distance of 0.2 meters from the upper surface. Two observation marks 1 are also arranged oppositely on the lower surface, and the projections of the six observation marks 1 of each culvert 5 on the same horizontal plane form a circle, and the bridge body girder 2 is oppositely arranged with two observation marks 1 every 8 meters. Six observation marks 1 are set on the beam cap 3, and four observati...
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