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Device and method for measuring depth of loose circle of tunnel surrounding rock by using microseismic signal

A surrounding rock loosening ring and signal measurement technology, which is applied in the direction of measuring devices, seismic signal processing, seismic signal receivers, etc., can solve the problems of complex operation, heavy measurement workload, and low measurement accuracy, and achieve low measurement cost, The effect of optimizing measurement accuracy and improving measurement accuracy

Pending Publication Date: 2022-05-13
GUANGXI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The purpose of the present invention is to propose a device and method for measuring the depth of the loose ring of the tunnel surrounding rock by using microseismic signals, aiming at the problems of heavy measurement workload, low measurement accuracy and complicated operation of the existing tunnel surrounding rock loose ring. It can measure the depth of the surrounding rock loose circle in any situation; and the method uses the pre-trained AST deep learning model to identify the difference in the characteristics of the Mel time-frequency voiceprint between the loose circle and the complete surrounding rock in real time, so as to realize the loosening circle of the deep tunnel surrounding rock Efficient and accurate measurement

Method used

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  • Device and method for measuring depth of loose circle of tunnel surrounding rock by using microseismic signal
  • Device and method for measuring depth of loose circle of tunnel surrounding rock by using microseismic signal
  • Device and method for measuring depth of loose circle of tunnel surrounding rock by using microseismic signal

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Embodiment 1

[0041] attached figure 1 It is a schematic diagram of a device for measuring the depth of the tunnel surrounding rock loose circle using microseismic signals in Embodiment 1 of the present invention. The device includes: a microseismic sensor 101, a sensor arrangement and fixing device 102, a microseismic signal excitation device 103, and a microseismic signal time-frequency analysis device 104 .

[0042] The microseismic sensor 101 is used to collect microseismic signals of surrounding rocks at different depths in the test hole, and at least two are included; optionally, the type of the sensor can be an acceleration or velocity type.

[0043] Further, the sensor is composed of a mass body 1011, an external thread 1012, an output end 1013 and other components, see the attached figure 2 ; The mass body 1011 is used to measure the vibration physical quantity (microseismic signal) of the surrounding rock through close contact with the surrounding rock to be measured; Optionally...

Embodiment 2

[0057] attached Figure 7 It is a flow chart of a device using microseismic signals to measure the depth of the loose circle of surrounding rock in the present invention. The method specifically includes the following:

[0058] Step S2-1: arranging and fixing the microseismic sensor 101 . The microseismic sensor 101 is paired with the bottom installation device 1025 of the multifunctional pole in multiple groups, at least two groups; the top output terminal 1013 of the microseismic sensor 101 is connected to the signal transmission cable 1028, and the hole needle at the end of the signal transmission cable 1028 is inserted into the interface terminal 1013, clockwise The external fixed torsion structure of the rotating hole needle; the microseismic sensor 101 is installed at the installation device 1025, the external thread 1012 of the microseismic sensor 101 is placed at the internal thread hole, and the microseismic sensor 101 is fixed clockwise or counterclockwise, and multi...

Embodiment 3

[0065] attached Figure 8 It is a flow chart of a method for using microseismic signals to measure the depth of the loose circle of surrounding rock in the present invention, and its method specifically includes the following:

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Abstract

The invention discloses a device and a method for measuring the depth of a tunnel surrounding rock loose circle by using a micro-seismic signal. The device comprises a micro-seismic sensor, a sensor arranging and fixing device, a micro-seismic signal excitation device and a micro-seismic signal time-frequency analysis device, the sensor arranging and fixing device comprises a multifunctional rod, an air bag, an inflation device, a guide pipe and a signal transmission cable. A plurality of micro-seismic sensors can be flexibly arranged on a multifunctional rod, the multifunctional rod is inserted into a test hole, an air bag in the hole is inflated and expanded by adopting an inflation device, and the micro-seismic sensors are in close contact with surrounding rock by applying pressure to the multifunctional rod; the micro-seismic signal excitation device is used for generating vibration waves on the surface of surrounding rock around the orifice and propagating the vibration waves into the orifice; the microseismic signal time-frequency analysis device is used for automatic generation and real-time identification of a Mel time-frequency voiceprint graph. According to the method, a pre-trained AST deep learning model is adopted to identify the voiceprint feature difference between the loose circle and the complete surrounding rock in real time, and efficient and accurate measurement of the loose circle of the surrounding rock of the deep tunnel is achieved.

Description

technical field [0001] The invention belongs to the field of microseismic monitoring, and in particular relates to a device and method for measuring the depth of a tunnel surrounding rock loose circle by using microseismic signals, which can distinguish the difference degree of changes in Mel time-frequency voiceprint patterns of microseismic signals obtained by arranging microseismic sensors at different depths , and accurately measure the loose circle of the surrounding rock of the tunnel, which has guiding significance for the design of tunnel support and disaster reduction and prevention. Background technique [0002] After the excavation and unloading of deep tunnels, the stress redistribution of the surrounding rocks leads to obvious cracks in the surrounding rocks near the excavation face. The depth of the surrounding rock loose circle is an important parameter in the design of deep tunnel reinforcement and support, and an important basis for disaster reduction and pr...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01V1/20G01V1/50E21F17/18
CPCG01V1/20G01V1/50E21F17/18G01V2210/6169G01V2210/62
Inventor 苏国韶李培峰蓝兰秦远卓许华杰刘宗辉黄晓晴赵斌
Owner GUANGXI UNIV
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