A method of subsidence monitoring in goaf subsidence area using subsidence monitoring system
A monitoring system and technology for subsidence areas, applied in the field of subsidence monitoring in goaf subsidence areas using subsidence monitoring systems, can solve problems such as inability to reflect changes in subsidence as a whole, deformation of pre-buried oil and gas pipelines, and inability to monitor, so as to achieve scientific and accurate subsidence laws , high precision effect
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Embodiment 2
[0037] The implementation method of embodiment two slightly changes on the basis of embodiment one, is:
[0038] 1) Drill the monitoring hole 1 from the ground to the gob floor, arrange the steel base casing 2 at the bottom of the monitoring hole 1, and anchor it to the surrounding rock under the action of structural glue or cement mortar through the annular protrusion 3 welded to it middle;
[0039] 2) Normal-velocity subsidence layer casing 7, slow-velocity subsidence layer casing 11 and micro-speed subsidence layer casing 14 are nested layer by layer between the sealing ring 5 and ball 6 and the steel base casing 2 respectively, and each passes through The annular protrusion 3 is anchored to the layer to which it belongs;
[0040] 3) through the first fixed end 9 and the first tape measure 10, the second fixed end 12 and the second tape measure 13, the third fixed end 15 and the third tape measure 16, respectively, with the help of the ground tripod 26, the rotating shaft ...
Embodiment 3
[0042] The implementation method of embodiment three is:
[0043] 1) Drill the monitoring hole 1 from the ground to the gob floor, arrange the steel base casing 2 at the bottom of the monitoring hole 1, and anchor it to the surrounding rock under the action of structural glue or cement mortar through the annular protrusion 3 welded to it middle;
[0044] 2) Normal-velocity subsidence layer casing 7, slow-velocity subsidence layer casing 11 and micro-speed subsidence layer casing 14 are nested layer by layer between the sealing ring 5 and ball 6 and the steel base casing 2 respectively, and each passes through The annular protrusion 3 is anchored to the layer to which it belongs;
[0045] 3) The laser measuring device 30 realizes real-time, continuous, and small-scale (millimeter-level) reading of the normal range in the goaf subsidence area by measuring the laser range of the first reflector 27, the second reflector 28, and the third reflector 29 respectively. The subsidence...
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