CN110109182A - A kind of Rock Mass Integrality real-time monitoring device and method based on high-density electric technology - Google Patents

A kind of Rock Mass Integrality real-time monitoring device and method based on high-density electric technology Download PDF

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Publication number
CN110109182A
CN110109182A CN201910407776.8A CN201910407776A CN110109182A CN 110109182 A CN110109182 A CN 110109182A CN 201910407776 A CN201910407776 A CN 201910407776A CN 110109182 A CN110109182 A CN 110109182A
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rock mass
real
time monitoring
data acquisition
electric
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CN110109182B (en
Inventor
黄波林
殷跃平
王健
朱赛楠
闫国强
张全
郭健
陈小婷
秦臻
张鹏
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China Three Gorges University CTGU
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China Three Gorges University CTGU
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01VGEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
    • G01V3/00Electric or magnetic prospecting or detecting; Measuring magnetic field characteristics of the earth, e.g. declination, deviation
    • G01V3/02Electric or magnetic prospecting or detecting; Measuring magnetic field characteristics of the earth, e.g. declination, deviation operating with propagation of electric current
    • GPHYSICS
    • G08SIGNALLING
    • G08CTRANSMISSION SYSTEMS FOR MEASURED VALUES, CONTROL OR SIMILAR SIGNALS
    • G08C17/00Arrangements for transmitting signals characterised by the use of a wireless electrical link
    • G08C17/02Arrangements for transmitting signals characterised by the use of a wireless electrical link using a radio link

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  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Geology (AREA)
  • Remote Sensing (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geophysics (AREA)
  • Computer Networks & Wireless Communication (AREA)
  • Arrangements For Transmission Of Measured Signals (AREA)
  • Testing Or Calibration Of Command Recording Devices (AREA)

Abstract

The present invention provides a kind of Rock Mass Integrality real-time monitoring devices and method based on high-density electric technology, a kind of Rock Mass Integrality real-time monitoring device based on high-density electric technology, it includes the multiple drillings processed on rock mass, intermediate position positioned at drilling is fixed with supporting member, data acquisition device is fixed at the top of the supporting member, radio transmitting device is installed, the radio transmitting device is connected by wirelessly or non-wirelessly communication modes with office work station on the data acquisition device;The other end of connection signal cable on the data acquisition device, the signal cable is deep into the inside of drilling, is equidistantly equipped with electric signal generator and electric signal recipient respectively on the signal cable for being located at two bore inners.The real-time monitoring that can be used for library bank Rock Mass Integrality by this device and method overcomes artificial collection in worksite bring cost.

Description

A kind of Rock Mass Integrality real-time monitoring device and method based on high-density electric technology
Technical field
The present invention relates to rocks to monitor analysis technical field, and especially a kind of rock mass based on high-density electric technology is complete Property real-time monitoring device and method.
Background technique
The good and key factor for being badly influence natural slope stability of rock-mass quality, natural rock mass is by water, temperature, soda acid Property the effects of under the influence of will appear of both deterioration, first is that rock own material deteriorates, and second is occurred in rock Newborn crack.Since Impoundment of Three Gorges Reservoir in 2003, library bank rock mass is under the conditions of reservoir level fluctuation, throughout the year in " saturation leaching Water-air-dry is exposed to the sun " drying and watering cycle special operation condition, the physical mechanics intensity of library bank rock mass necessarily reduces, and rate is very fast.With The passage of time, library bank rock mass deteriorate sharply, and development generates a large amount of unstable slopes or the precipitous Dangerous Rock Body of topography, will constitute tight Geological disaster again then has great significance for the integrality progress real-time monitoring of library bank rock mass, is reservoir area disaster point Failure mechanism obtain deeper into understanding, and provide strong science and technology support to prevent and reduce natural disasters.
Summary of the invention
In order to solve the above technical problems, it is complete that the present invention was innovative proposes a kind of rock mass based on high-density electric technology Whole property real-time monitoring device and method, can be used for the real-time monitoring of library bank Rock Mass Integrality by this device and method, overcome Artificial collection in worksite bring cost has structure simple, can be acquired in complicated weather, convenient for collecting data, drop Error caused by low originally artificial acquisition, for reservoir area disaster point failure mechanism obtain deeper into understanding, and subtract to take precautions against natural calamities Calamity provides strong science and technology support.
In order to realize above-mentioned technical characteristic, the object of the present invention is achieved like this: one kind being based on high-density electric skill The Rock Mass Integrality real-time monitoring device of art, it includes the multiple drillings processed on rock mass, solid positioned at the intermediate position of drilling Surely there is supporting member, data acquisition device is fixed at the top of the supporting member, wireless biography is installed on the data acquisition device Defeated device, the radio transmitting device are connected by wirelessly or non-wirelessly communication modes with office work station;The data acquisition device The other end of upper connection signal cable, the signal cable is deep into the inside of drilling, in the signal for being located at two bore inners Electric signal generator and electric signal recipient are equidistantly installed respectively on cable.
The drilling is laid on the bank rock mass of reservoir area library, and underground water serves as signal wire couplant.
The supporting member includes upright rod piece, has cantilever rod piece in the top braces of upright rod piece, in cantilever rod piece End is equipped with pulley;The signal cable bypasses pulley.
The data acquisition device and radio transmitting device are all connected with solar battery group and provide electric energy.
The radio transmission device is carried out data transmission using GPRS or cdma wireless common network with office work station, Realize remote wireless data collection and monitoring.
A kind of monitoring method of the Rock Mass Integrality real-time monitoring device based on high-density electric technology described in any one, It is characterized in that it includes the following steps:
Step 1, fixed supporting member installs supporting member between existing drilling, and stabilization and reinforcement;
Step 2, place signal cable, two groups of signal cables transfer to drilling, across supporting member pulley and connect data Vasculum;
Step 3, it debugs, the frequency acquisition of data acquisition device is set;
Step 4, it acquires, data acquisition device carries out conventional Christmas according to frequency acquisition;
Step 5, it transmits, data back is passed in office work station by radio transmitting device;
Step 6, comparative analysis, to more issues according to being compared, quantization rock mass deterioration is regular;
Step 7, in above-mentioned steps, S4 ~ S6 is repeated.
The frequency acquisition of data acquisition device is 1 times/day in the step 3.
Specific acquisition method in the step 3, data acquisition device is connected to instruction and is acquired by radio transmitting device appoints It is engaged in, has i electric signal generator and electric signal recipient on every signal cable, the A1 electric signal generator for the bottommost that drills Voltage is discharged, electric current passes through rock mass between hole, until the B1 electric signal recipient of bottommost is received from A1's in another drilling Electric current, thus obtains the resistivity of rock mass between hole, can determine that the integrality of the position rock mass as a result,;In this collection process Remaining electric signal generator and electric signal recipient are in off working state, after A1 and B1 completes acquisition, successively carry out A2- The collecting work of B2, A3-B3 and A4-B4 ..., until aperture Ai and Bi complete acquisition tasks.
The electric signal generator and electric signal recipient are mounted on signal cable by the way of being equally spaced, Gap length is 8-12cm.
The method have the advantages that:
1, the present invention overcomes artificial collection in worksite bring costs, have structure simple, can be acquired in complicated weather, Convenient for collecting data, error caused by original artificial acquisition is reduced.More accurate acquisition data.It is bad to be conducive to library bank rock mass The research and analysis of law.
2, entire detection system can effectively be supported by using the supporting member of above-mentioned structure, Jin Erfang Just the arrangement of acquisition system.
3, above-mentioned radio transmitting device can by wireless telecommunications by way of by the collected electricity of data acquisition device Signal is transferred to work station in remote chamber.
Detailed description of the invention
Present invention will be further explained below with reference to the attached drawings and examples.
Fig. 1 is the structural diagram of the present invention.
Fig. 2 is the schematic front view of Fig. 1.
Fig. 3 is the schematic top plan view of Fig. 2.
Fig. 4 is the structural schematic diagram of bore inner electric signal generator of the present invention.
Fig. 5 is the structural schematic diagram of bore inner electric signal recipient of the present invention.
Fig. 6 is the structural schematic diagram of supporting member of the present invention connection.
The resistance data of Fig. 7 rock mass between this signal pickup assembly hole collected.
In figure: drilling 1, signal cable 2, supporting member 3, data acquisition device 4, radio transmitting device 5, cantilever rod piece 6, straight Upright bar part 7, pulley 8, electric signal generator 9, electric signal recipient 10.
Specific embodiment
Embodiments of the present invention are described further with reference to the accompanying drawing.
Embodiment 1:
Referring to Fig. 1-7, a kind of Rock Mass Integrality real-time monitoring device based on high-density electric technology, it includes processing in rock mass On multiple drillings 1, positioned at drilling 1 intermediate position be fixed with supporting member 3, the top of the supporting member 3 is fixed with number According to vasculum 4, radio transmitting device 5 is installed on the data acquisition device 4, the radio transmitting device 5 passes through wireless or has Line communication modes are connected with office work station;Connection signal cable 2 on the data acquisition device 4, the signal cable 2 it is another End is deep into the inside of drilling 1, is equidistantly equipped with electric signal hair respectively on the signal cable 2 being located inside two drilling 1 Raw device 9 and electric signal recipient 10.By above-mentioned monitoring device, intelligent full-automatic acquisition can be carried out to rock mass, and is led to Multiple repeated acquisition is crossed, for more issues according to comparing and analyzing, is conducive to the research and analysis of library bank rock mass deterioration rule.
Furthermore the present invention overcomes artificial collection in worksite bring cost, have structure simple, can in complicated weather into Row acquisition reduces error caused by original artificial acquisition convenient for collecting data.
Further, the drilling 1 is laid on the bank rock mass of reservoir area library, and underground water serves as signal wire couplant.It is logical It crosses and simplifies monitoring system for underground water as signal wire couplant.
Further, the supporting member 3 includes upright rod piece 7, has cantilever rod piece 6 in the top braces of upright rod piece 7, Pulley 8 is installed in the end of cantilever rod piece 6;The signal cable 2 bypasses pulley 8.It can be to entire dress by supporting member 3 It sets and is supported.
Further, the data acquisition device 4 and radio transmitting device 5 are all connected with solar battery group and provide electricity Energy.And then solves the problems, such as electric energy supply.
Further, the radio transmission device 5 using GPRS or cdma wireless common network and office work station into The transmission of row data, realizes remote wireless data collection and monitoring.When in use, by data acquisition device 4 according to preset requirement into The acquisition of row data, and collected signal is transferred to work station in remote chamber by radio transmission device 5.
Meanwhile office work station can use the internet internet by radio transmitting device 5 to data acquisition device 4 into Frequency acquisition is arranged in row parameter setting.
Embodiment 2:
A kind of monitoring method of the Rock Mass Integrality real-time monitoring device based on high-density electric technology described in any one, it is special Sign is that it includes the following steps:
Step 1, fixed supporting member 3, by the installation of supporting member 3 between existing drilling 1, and stabilization and reinforcement;
Step 2, place signal cable 2, in the decentralization to drilling 1 of two groups of signal cables 2, across supporting member 3 pulley 8 and connect Data acquisition device 4;
Step 3, it debugs, the frequency acquisition of data acquisition device 4 is set;
Step 4, it acquires, data acquisition device 4 carries out conventional Christmas according to frequency acquisition;
Step 5, it transmits, data back is passed in office work station by radio transmitting device 5;
Step 6, comparative analysis, to more issues according to being compared, quantization rock mass deterioration is regular;
Step 7, in above-mentioned steps, S4 ~ S6 is repeated.
Further, the frequency acquisition of data acquisition device 4 is 1 times/day in the step 3.
Further, specific acquisition method in the step 3, data acquisition device 4 are connected to instruction by radio transmitting device 5 It is acquired task, has i electric signal generator 9 and electric signal recipient 10 on every signal cable 2, the A1 for the bottommost that drills Number electric signal generator 9 discharges voltage, and electric current passes through rock mass between hole, until the B1 electric signal of bottommost receives in another drilling Device 10 receives the electric current from A1, thus obtains the resistivity of rock mass between hole, can determine that the integrality of the position rock mass as a result,; Remaining electric signal generator 9 and electric signal recipient 10 are in off working state in this collection process, complete to A1 and B1 After acquisition, the collecting work of A2-B2, A3-B3 and A4-B4 ... are successively carried out, until aperture Ai and Bi complete acquisition tasks.
Further, the electric signal generator 9 and electric signal recipient 10 are mounted on by the way of being equally spaced On signal cable 2, gap length 8-12cm.
Further, the preferred spacing distance of the electric signal generator 9 and electric signal recipient 10 on signal cable 2 For 10cm.

Claims (9)

1. a kind of Rock Mass Integrality real-time monitoring device based on high-density electric technology, it is characterised in that: it includes that processing exists Multiple drillings (1) on rock mass, the intermediate position for being located at drilling (1) are fixed with supporting member (3), the supporting member (3) Top is fixed with data acquisition device (4), is equipped with radio transmitting device (5), the wireless transmission on the data acquisition device (4) Device (5) is connected by wirelessly or non-wirelessly communication modes with office work station;Connection signal cable on the data acquisition device (4) (2), the other end of the signal cable (2) is deep into the inside of drilling (1), is being located at the internal signal electricity of two drillings (1) Electric signal generator (9) and electric signal recipient (10) are equidistantly installed respectively on cable (2).
2. a kind of Rock Mass Integrality real-time monitoring device based on high-density electric technology according to claim 1, feature Be: the drilling (1) is laid on the bank rock mass of reservoir area library, and underground water serves as signal wire couplant.
3. a kind of Rock Mass Integrality real-time monitoring device based on high-density electric technology according to claim 1, feature Be: the supporting member (3) includes upright rod piece (7), has cantilever rod piece (6) in the top braces of upright rod piece (7), outstanding The end of armed lever part (6) is equipped with pulley (8);The signal cable (2) bypasses pulley (8).
4. a kind of Rock Mass Integrality real-time monitoring device based on high-density electric technology according to claim 1, feature Be: the data acquisition device (4) and radio transmitting device (5) are all connected with solar battery group and provide electric energy.
5. a kind of Rock Mass Integrality real-time monitoring device based on high-density electric technology according to claim 1, feature Be: the radio transmission device (5) is carried out data transmission using GPRS or cdma wireless common network with office work station, Realize remote wireless data collection and monitoring.
6. using a kind of Rock Mass Integrality real-time monitoring dress based on high-density electric technology described in claim 1-5 any one The monitoring method set, it is characterized in that it includes the following steps:
Step 1, fixed supporting member (3), by supporting member (3) installation between existing drilling (1), and stabilization and reinforcement;
Step 2, signal cable (2) are placed, in two groups of signal cable (2) decentralizations to drilling (1), passes through the cunning of supporting member (3) Wheel (8) simultaneously connects data acquisition device (4);
Step 3, it debugs, the frequency acquisition of data acquisition device (4) is set;
Step 4, it acquires, data acquisition device (4) carries out conventional Christmas according to frequency acquisition;
Step 5, it transmits, data back is passed in office work station by radio transmitting device (5);
Step 6, comparative analysis, to more issues according to being compared, quantization rock mass deterioration is regular;
Step 7, in above-mentioned steps, S4 ~ S6 is repeated.
7. a kind of monitoring side of the Rock Mass Integrality real-time monitoring device based on high-density electric technology according to claim 6 Method, it is characterised in that: the frequency acquisition of data acquisition device (4) is 1 times/day in the step 3.
8. a kind of monitoring side of the Rock Mass Integrality real-time monitoring device based on high-density electric technology according to claim 6 Method, it is characterised in that: specific acquisition method in the step 3, data acquisition device (4) are connected to finger by radio transmitting device (5) Order is acquired task, has i electric signal generator (9) and electric signal recipient (10) on every signal cable (2), drilling is most The A1 electric signal generator (9) of bottom discharges voltage, and electric current passes through rock mass between hole, up to No. B1 of bottommost in another drilling Electric signal recipient (10) receives the electric current from A1, thus obtains the resistivity of rock mass between hole, can determine that the position rock as a result, The integrality of body;Remaining electric signal generator (9) and electric signal recipient (10) are in inoperative shape in this collection process State successively carries out the collecting work of A2-B2, A3-B3 and A4-B4 ... after A1 and B1 completes acquisition, until aperture Ai and Bi complete At acquisition tasks.
9. a kind of monitoring side of the Rock Mass Integrality real-time monitoring device based on high-density electric technology according to claim 8 Method, it is characterised in that: the electric signal generator (9) and electric signal recipient (10) are mounted on by the way of being equally spaced On signal cable (2), gap length 8-12cm.
CN201910407776.8A 2019-05-15 2019-05-15 Rock integrity real-time monitoring device and method based on high-density electrical method technology Active CN110109182B (en)

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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4332643B2 (en) * 2005-04-05 2009-09-16 独立行政法人産業技術総合研究所 Installation method of non-polarizable electrode on rock or ground, and electric exploration method or electromagnetic exploration method using the same
US20130037527A1 (en) * 2011-08-08 2013-02-14 Applied Materials, Inc. Fixture for Drilling Vias in Back-Contact Solar Cells
CN203514368U (en) * 2013-09-29 2014-04-02 深圳市工勘岩土工程有限公司 Side slope detection work platform
CN104992531A (en) * 2015-04-30 2015-10-21 长沙理工大学 Side slope deformation automatic monitoring and early warning apparatus
CN105091855A (en) * 2015-07-10 2015-11-25 黄河勘测规划设计有限公司 Shallow water tidal flats foundation stone section detection method
CN105607130A (en) * 2015-09-08 2016-05-25 浙江华东工程安全技术有限公司 Method for detecting hole peripheral karst or cavity by using drilling and high-density electrical method
CN107065018A (en) * 2016-12-25 2017-08-18 中南大学 A kind of electrical method observation system and method for dykes and dams dynamic monitoring
CN207424272U (en) * 2017-12-01 2018-05-29 国家电网公司 A kind of high-density electric instrument earth electrode apparatus of waterproof

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4332643B2 (en) * 2005-04-05 2009-09-16 独立行政法人産業技術総合研究所 Installation method of non-polarizable electrode on rock or ground, and electric exploration method or electromagnetic exploration method using the same
US20130037527A1 (en) * 2011-08-08 2013-02-14 Applied Materials, Inc. Fixture for Drilling Vias in Back-Contact Solar Cells
CN203514368U (en) * 2013-09-29 2014-04-02 深圳市工勘岩土工程有限公司 Side slope detection work platform
CN104992531A (en) * 2015-04-30 2015-10-21 长沙理工大学 Side slope deformation automatic monitoring and early warning apparatus
CN105091855A (en) * 2015-07-10 2015-11-25 黄河勘测规划设计有限公司 Shallow water tidal flats foundation stone section detection method
CN105607130A (en) * 2015-09-08 2016-05-25 浙江华东工程安全技术有限公司 Method for detecting hole peripheral karst or cavity by using drilling and high-density electrical method
CN107065018A (en) * 2016-12-25 2017-08-18 中南大学 A kind of electrical method observation system and method for dykes and dams dynamic monitoring
CN207424272U (en) * 2017-12-01 2018-05-29 国家电网公司 A kind of high-density electric instrument earth electrode apparatus of waterproof

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