A Network Digital Parallel Direct-reading Roof Delamination Instrument
A roof delamination instrument, direct-reading technology, applied in the direction of instruments, mining equipment, measuring equipment, etc., can solve the problems of inability to realize automatic monitoring and data transmission, inconvenient observation and measurement, and the existence of time gaps, etc., to improve communication Reliability, improve safety management level, and facilitate centralized and unified management
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Embodiment 1
[0020] Example 1: A mine 3 # The burial depth of the transportation channel in the coal seam 3101 working face is about 240m, the section width of the roadway is 5.2m, the height is 4.2m, and the length is 1.0km. The roof of the channel is made of carbonaceous mudstone and siltstone, and the small structure is developed in the channel. The surrounding rock is soft and broken, and the stability of the surrounding rock of the roadway is poor, which is a type IV unstable surrounding rock.
[0021] Arrange digital parallel direct-reading roof abscission instrument in this roadway, such as figure 1 , figure 2 As shown, this embodiment includes a sensor node 1 and a wireless base station 9. The sensor node 1 consists of a base point anchor head 2, a measuring rope 3, a vertical measuring cylinder 4, a segmented capacitive displacement sensor 5, a left measuring cylinder monitor 6, and a right measuring cylinder. Tube monitor 7 and processor 8, wherein, the left measuring tube m...
Embodiment 2
[0023] Example 2: A mine 3 # The buried depth of the first mining face of the coal seam is about 100m, the roof is relatively complete, and the surrounding rock of the roadway is Class II stable surrounding rock. A digital parallel direct-reading roof abscission instrument is arranged in the roadway. The total number of sensor nodes 1 is 22, the working voltage of the wireless base station 9 is 400V, there are 2 base stations, and the monitoring time is 8 months. The actual monitoring effect is good, left There is no change in the direct reading values of the measuring tube monitor 6 and the right measuring tube monitor 7, that is, the rock formations at these 22 places have no separation layers inside and outside the bolt anchorage range. Others are with embodiment 1.
Embodiment 3
[0024] Example 3: A mine 3 # The coal seam 3104 working face is an isolated island working face, the surrounding rock of the roadway is unstable surrounding rock of type V, and the roof is relatively broken. A digital parallel direct-reading roof abscission instrument is arranged in the working face, the communication distance between the sensor nodes 1 is 20m, the total number of nodes is 9, the working voltage of the wireless base station 9 is 380V, there are 2 base stations, and the monitoring time is In 12 months, the actual monitoring effect was good, there were 4 abscission positions within the bolt anchorage range, and 3 abscission positions outside the bolt anchorage range. Others are with embodiment 1.
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