CN108007333A - A kind of strata displacement monitoring device and monitoring method - Google Patents

A kind of strata displacement monitoring device and monitoring method Download PDF

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Publication number
CN108007333A
CN108007333A CN201711163709.3A CN201711163709A CN108007333A CN 108007333 A CN108007333 A CN 108007333A CN 201711163709 A CN201711163709 A CN 201711163709A CN 108007333 A CN108007333 A CN 108007333A
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CN
China
Prior art keywords
coaxial cable
strata displacement
monitoring device
signal
monitoring
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201711163709.3A
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Chinese (zh)
Inventor
孙彦景
潘东跃
巩思园
孙智
施文娟
窦林名
王斌
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China University of Mining and Technology CUMT
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China University of Mining and Technology CUMT
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
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Application filed by China University of Mining and Technology CUMT filed Critical China University of Mining and Technology CUMT
Priority to CN201711163709.3A priority Critical patent/CN108007333A/en
Publication of CN108007333A publication Critical patent/CN108007333A/en
Pending legal-status Critical Current

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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B7/00Measuring arrangements characterised by the use of electric or magnetic techniques
    • G01B7/16Measuring arrangements characterised by the use of electric or magnetic techniques for measuring the deformation in a solid, e.g. by resistance strain gauge

Abstract

The invention discloses a kind of strata displacement monitoring device, it is related to Geotechnical Engineering field.The strata displacement monitoring device includes coaxial cable bragg grid strain transducer, signal (FBG) demodulator, radio receiving transmitting module, solar powered module and retaining wall steel pipe, when coaxial cable bragg grid strain transducer is when rock stratum produces and produces elongation strain displacement is subject to external force to act on, so that the reflection peak frequency for the electromagnetic wave propagated in coaxial cable produces offset, reflected signal is sent to signal (FBG) demodulator and is demodulated, rock stratum is sent to monitoring center by force information by radio receiving transmitting module, the stressing conditions of real-time monitoring objective rock stratum, early warning is carried out to strata displacement.A kind of strata displacement monitoring device disclosed by the invention, firm in structure, wide range of measurement, can work in extreme environment, avoid generation rock stratum is straggly from causing drilling well plug dead and cause the electric gate signal in coaxial cable to interrupt, monitoring effect is more preferable.

Description

A kind of strata displacement monitoring device and monitoring method
Technical field
The present invention relates to Geotechnical Engineering field, and in particular to one kind is based on coaxial cable bragg grid strain sensing The strata displacement monitoring device of device.
Background technology
At present, since rock stratum compression and land subsidence caused by a large amount of exploitations and the construction of underground engineering of subterranean resource show As commonplace, huge economic loss is caused to society, prevents and reduces natural disasters and has become compeling for China's economy and society development It is essential and asks.And rock stratum internal modification, displacement situation are accurately grasped, establishing strata displacement Long-term Monitoring Systems is prevention and administers ground The key of face sedimentation.
Currently, fiber-optic grating sensor mainly is used for the monitoring device of strata displacement, it mainly by means of SiO2 The low-loss of the signal transmission of single mode optical fiber and clear and definite optical characteristics are monitored work.But fiber-optic grating sensor The fragility of making material in itself, causes its measurement dynamic range small, fragile, and can not expire under extreme conditions and environment The requirement of strain measurement when full.
Therefore, in view of problem above, it is necessary to propose a kind of sound construction, wide range of measurement, adaptable rock stratum position Monitoring device is moved, to meet the needs of research measurement.
The content of the invention
In view of this, the present invention proposes a kind of strata displacement monitoring device, and the monitoring device uses coaxial cable Bradley Lattice electricity grid strain transducer, firm in structure, monitoring dynamic range is wide, can work in extreme environment and be monitored in real time, can be with Disaster accident is effectively born, ensures that monitoring device works normally under severe conditions.
A kind of strata displacement monitoring device that purpose according to the present invention proposes, including:
Coaxial cable bragg grid strain transducer:For gather rock stratum by force information and produce electric gate signal;
Signal (FBG) demodulator:It is electrically connected with the coaxial cable bragg grid strain transducer, for receiving electric gate signal And the electric gate signal is demodulated, to obtain the displacement strain information of the rock stratum;
Radio receiving transmitting module:It is electrically connected with the signal (FBG) demodulator, the position of the rock stratum demodulated for modulating signals into instrument Move strain information and be transmitted to monitoring center, so that monitoring center carries out early warning according to the displacement strain information of rock stratum.
Preferably, the coaxial cable bragg grid strain transducer is made of an at least coaxial cable, Mei Yisuo Stating coaxial cable includes inner conductor layer, outer conductor layer and dielectric layer, and the medium is placed in inner conductor layer and outer conductor layer Between, drilling, the drilling connection inner conductor layer and outer conductor layer are formed inside the coaxial cable, it is described to drill along coaxial electrical Cable axially carries out periodic distribution, forms electric grid impedance discontinuous structure.
Preferably, the radio receiving transmitting module is low-power consumption Zigbee module, and the Zigbee module includes microcontroller And radio-frequency module.
Preferably, the monitoring device further includes a solar powered module for being used to provide electric power, and the solar energy supplies Electric module is electrically connected with signal (FBG) demodulator, and the solar powered module includes solar collecting device and electrical energy storage device.
Preferably, the electrical energy storage device is storage battery.
Preferably, the monitoring device further includes a retaining wall for being used for fixing coaxial cable bragg grid strain transducer Steel pipe, the retaining wall pipe diameter are 100mm, pipe thickness 3.5mm.
A kind of strata displacement monitoring method, usage right require the strata displacement monitoring device any one of 1-6, institute Monitoring method is stated to comprise the following steps:
Step 1:According to the geological structure in monitoring region, monitoring point is selected with reference to Rock soil Characteristics;
Step 2:Drill at monitoring point to form drilling well;
Step 3:From the drilling well tripping in retaining wall steel pipe, it is repeated after whole well and rushes well and retaining wall work, removed in well and sink Product thing;
Step 4:Coaxial cable bragg grid strain transducer is transferred into drilling well;
Step 5:After decentralization, slip casting solidification, fixing coaxial cable are carried out to coaxial cable;
Step 6:The coaxial cable to basset is accessed into signal (FBG) demodulator;
Step 7:Signal (FBG) demodulator receives the electric gate signal in coaxial cable bragg grid strain transducer, and carries out Demodulation obtains strata displacement information, is then transmitted to monitoring center by radio receiving transmitting module, strata displacement is monitored pre- It is alert.
Preferably, the Noncoring drill bit that drill bit used in drilling well is diameter 124mm in step 2.
Preferably, retaining wall pipe diameter is 100mm, pipe thickness 3.5mm in step 3.
Preferably, grouting cement cement mortar ratio is cement in step 5:Water:Husky=1:0.65:1.
Compared with prior art, it is the advantages of a kind of strata displacement monitoring device disclosed by the invention:
(1) the coaxial cable bragg grid strain transducer that the present invention uses has good pliability, firm in structure, It is wide to monitor dynamic range, can work in extreme environment and be monitored in real time, can effectively bear disaster accident, ensures monitoring dress Put and work normally under severe conditions.
(2) present invention can realize that delamination-terrane monitors, and the change to each rock stratum can monitor.
(3) present invention can work in extreme environment, avoid generation rock stratum is straggly from causing drilling well plug same extremely caused by Electric gate signal in shaft cable interrupts, and improves monitoring effect.
(4) present invention uses solar power supply apparatus, can realize the self energizing of monitoring device, ensures that monitoring device is out of office Worked normally under external environment.
Brief description of the drawings
, below will be to embodiment or existing for the clearer explanation embodiment of the present invention or the technical solution of the prior art Attached drawing does simple introduction needed in technology description, it is clear that, drawings in the following description are only this hair Some bright embodiments, it will be clear to the skilled person that without creative efforts, may be used also Other accompanying drawings are obtained according to these attached drawings.
Fig. 1 is a kind of structure diagram of strata displacement monitoring device disclosed by the invention.
Fig. 2 is coaxial cable bragg grid strain transducer structure diagram.
Digital or alphabetical representative parts title in figure is:
1st, solar powered module;2nd, radio receiving transmitting module;3rd, signal (FBG) demodulator;4th, coaxial cable bragg grid strains Sensor;5th, retaining wall steel pipe;6th, dielectric layer;7th, inner wire;8th, drill;9th, outer conductor.
Embodiment
The embodiment of the present invention is described briefly below in conjunction with the accompanying drawings.Obviously, described embodiment is only It is the part of the embodiment of the present invention, rather than whole embodiments, based on the embodiments of the present invention, ordinary skill people Member's all other embodiments obtained on the premise of creative work is not made, belong to the scope of protection of the invention.
Figures 1 and 2 show that a kind of preferred embodiment of strata displacement monitoring device disclosed by the invention, respectively from difference Angle detailed anatomy has been carried out to structure.
A kind of strata displacement monitoring device as shown in Figs. 1-2, including:
Coaxial cable bragg grid strain transducer 4:For gather rock stratum by force information and produce electric gate signal.
Signal (FBG) demodulator 3:It is electrically connected with coaxial cable bragg grid strain transducer 4, for receiving electric gate signal simultaneously Electric gate signal is demodulated, to obtain the displacement strain information of rock stratum.
Radio receiving transmitting module 2:It is electrically connected with signal (FBG) demodulator 3, the displacement of the rock stratum demodulated for modulating signals into instrument 3 Strain information is transmitted to monitoring center, so that monitoring center carries out early warning according to the displacement strain information of rock stratum.
4 one end of coaxial cable bragg grid strain transducer is embedded in rock stratum, and the other end is electrically connected with signal (FBG) demodulator 3 Connect, signal (FBG) demodulator 3 is electrically connected the output signal access radio receiving transmitting module 2 of i.e. signal (FBG) demodulator 3 with radio receiving transmitting module 2 Input port.When 4 surrounding rock stratum of coaxial cable bragg grid strain transducer is subjected to displacement change, coaxial cable Prague For electric grid strain transducer 4 because stress produces elongation strain, electric gate length, which changes, causes reflection of electromagnetic wave peak frequency to occur Offset, electric gate signal change, and signal (FBG) demodulator 3 receives the electric grid letter in coaxial cable bragg grid strain transducer 4 Number, and be demodulated to obtain strata displacement information, strata displacement information is then transmitted to radio receiving transmitting module 2, by wirelessly receiving Microcontroller in hair module 2 wakes up radio-frequency module and is transmitted to monitoring center, and early warning is monitored to strata displacement.
Rock stratum stress information is obtained using coaxial cable bragg grid strain transducer 4, firm in structure, monitoring Dynamic range is wide, can work in extreme environment and be monitored in real time, can effectively bear disaster accident, ensures that monitoring device exists Worked normally under conditions of severe.
Further, coaxial cable bragg grid strain transducer 4 is made of an at least coaxial cable, each coaxial Cable includes 7 layers of inner wire, 9 layers of outer conductor and dielectric layer 6, and dielectric layer 6 is placed in 7 layers of inner wire and 9 layers of centre of outer conductor, together Drilling 8 is formed inside shaft cable, 7 layers of the connection of drilling 8 inner wire axially carries out week with 9 layers of outer conductor, drilling 8 along coaxial cable Phase property is distributed, and forms electric grid impedance discontinuous structure.Coaxial cable bragg grid sensor 4 is to drill 8 on coax Make, the coaxial cable section being placed in monitoring rock stratum has drilling 8, that is, the strain of coaxial cable bragg grid passes Sensor 4, and the coaxial cable in other parts is propagated for electromagnetic wave signal, if drilling 8 makes electric grid and is not limited.
The coaxial cable bragg grid strain transducer 4 is on coax along the cable axial direction progress equidistant cycle Property drilling, uniform impedance discontinuities are formed on coax, so that bragg grid be made.The spy of coaxial cable transmission line Sign impedance can be expressed as:
Wherein:μ is magnetic conductivity, and ε is dielectric constant, and a is the inner wire diameter of coaxial cable transmission line, and b is coaxial cable The outer conductor diameter of transmission line.
The dielectric material at 5 that drills becomes air so as to change the dielectric constant of the dielectric layer of the point so that the point hinders Anti- change and the characteristic impedance of coaxial cable script do not match that the characteristic impedance of transmission line can be regarded as from Z0It is changed into ZLSo as to The electromagnetic wave for making to propagate in coaxial cable, which produces, to be reflected, and the voltage reflection coefficient at the impedance discontinuity can be expressed as:
For coaxial cable electricity grid structure, it is assumed that the impedance discontinuity change on coaxial wire has uniformity, then often Reflected voltage caused by a impedance discontinuity point is same phase, and the reflected voltage signal superposition with phase just generates coaxial cable Electric gate signal.
Further, radio receiving transmitting module 2 is low-power consumption Zigbee module, wherein Zigbee module include microcontroller and Radio-frequency module.
Further, which further includes a solar powered module 1 for being used to provide electric power, this is solar powered Module 1 is electrically connected with signal (FBG) demodulator 3, including solar collecting device and electrical energy storage device, and wherein electrical energy storage device is Storage battery.Whole monitoring device is powered using solar powered module 1, solar energy is collected by solar cell, and Convert solar energy into electrical energy to be stored in storage battery and used for whole device, realize the self energizing of monitoring device, ensure monitoring The all weather operations of device.
Further, which further includes one and is used for fixing coaxial cable bragg grid strain sensing The retaining wall steel pipe 5 of device 4,5 internal diameter of retaining wall steel pipe are 100mm, pipe thickness 3.5mm.
A kind of strata displacement monitoring device disclosed by the invention, with coaxial cable bragg grid strain transducer 4 into The stress information gathering of row rock stratum, monitoring result is accurate, and firm in structure, applied widely, is properly applied to extreme environment.
The strata displacement monitoring device of corresponding above-described embodiment, the present invention also propose a kind of strata displacement monitoring method, should Method is realized using the device of above-described embodiment.The monitoring method comprises the following steps:
Step 1:According to the geological structure in monitoring region, monitoring point is selected with reference to Rock soil Characteristics.
Step 2:Drilling well is carried out at monitoring point, drilling depth is depending on actual conditions.
Step 3:From drilling well tripping in retaining wall steel pipe 5, it is repeated after whole well and rushes well and retaining wall work, removes deposition in well Thing, and ensure the complete of the borehole wall.
Step 4:Coaxial cable bragg grid strain transducer 4 is transferred into drilling well, is avoided in decentralization process coaxial Mutually wound between cable.
Step 5:After decentralization, slip casting solidification, fixing coaxial cable are carried out to coaxial cable upper/lower terminal.
Step 6:By 3 input port of the coaxial cable to basset access signal (FBG) demodulator, coaxial cable bassets portion The length divided is 350mm.
Step 7:Signal (FBG) demodulator 3 receives the electric gate signal in coaxial cable bragg grid strain transducer 4, goes forward side by side Row demodulation obtains strata displacement information, is then transmitted to monitoring center by radio receiving transmitting module 2, strata displacement is monitored Early warning.
When 4 surrounding rock stratum of coaxial cable bragg grid strain transducer is subjected to displacement change, coaxial cable Prague For electric grid strain transducer 4 because stress produces elongation strain, electric gate length, which changes, causes reflection of electromagnetic wave peak frequency to occur Offset, electric gate signal change, and signal (FBG) demodulator 3 receives the electric grid letter in coaxial cable bragg grid strain transducer 4 Number, and be demodulated to obtain strata displacement information, monitoring center is then transmitted to by radio receiving transmitting module 2, to strata displacement It is monitored early warning.
Further, the Noncoring drill bit that drill bit used in drilling well is diameter 124mm in step 2.
Further, 5 a diameter of 100mm of retaining wall steel pipe, pipe thickness 3.5mm in step 3.
Further, grouting cement cement mortar ratio is cement in step 5:Water:Husky=1:0.65:1.
In conclusion the coaxial cable bragg grid strain transducer that the present invention uses is firm in structure, wide range of measurement, It can work in extreme environment and be monitored in real time.The present invention can realize that delamination-terrane monitors, and to the change of each rock stratum Change can monitor.A kind of strata displacement monitoring device disclosed by the invention can work in extreme environment, avoid that rock stratum mistake occurs Fall to cause drilling well plug extremely so as to cause the electric gate signal in coaxial cable to interrupt, improve monitoring effect.
The foregoing description of the disclosed embodiments, enables professional and technical personnel in the field to realize and using the present invention. A variety of modification modes of these embodiments will be apparent for those skilled in the art, determine herein The General Principle of justice can be realized in other embodiments without departing from the spirit and scope of the present invention.Therefore, originally Invention is not intended to be limited to the embodiments shown herein, and is to fit to the principles and novel features disclosed herein phase Consistent most wide scope.

Claims (10)

  1. A kind of 1. strata displacement monitoring device, it is characterised in that including:
    Coaxial cable bragg grid strain transducer (4):For gather rock stratum by force information and produce electric gate signal;
    Signal (FBG) demodulator (3):It is electrically connected with the coaxial cable bragg grid strain transducer (4), for receiving electric grid letter Number and the electric gate signal is demodulated, to obtain the displacement strain information of the rock stratum;
    Radio receiving transmitting module (2):It is electrically connected with the signal (FBG) demodulator (3), the rock stratum demodulated for modulating signals into instrument (3) Displacement strain information be transmitted to monitoring center, so as to monitoring center according to the displacement strain information of rock stratum carry out early warning.
  2. 2. strata displacement monitoring device according to claim 1, it is characterised in that the coaxial cable bragg grid should Become sensor (4) to be made of an at least coaxial cable, each coaxial cable includes inner wire (7) layer, outer conductor (9) layer And dielectric layer (6), the dielectric layer (6) is placed among inner wire (7) layer and outer conductor (9) layer, inside the coaxial cable Form drilling (8), described drilling (8) connection inner wire (7) layer and outer conductor (9) layer, the drilling (8) is along coaxial cable axis To periodic distribution is carried out, electric grid impedance discontinuous structure is formed.
  3. 3. strata displacement monitoring device according to claim 2, it is characterised in that the radio receiving transmitting module (2) is low Power consumption Zigbee module, the Zigbee module include microcontroller and radio-frequency module.
  4. 4. strata displacement monitoring device according to claim 1, it is characterised in that the monitoring device further includes one and is used for The solar powered module (1) of electric power is provided, the solar powered module (1) is electrically connected with signal (FBG) demodulator (3), it is described too Positive energy power supply module (1) includes solar collecting device and electrical energy storage device.
  5. 5. strata displacement monitoring device according to claim 4, it is characterised in that the electrical energy storage device is electric power storage Pond.
  6. 6. strata displacement monitoring device according to claim 1, it is characterised in that the monitoring device further includes one and is used for The retaining wall steel pipe (5) of fixing coaxial cable bragg grid strain transducer (4), retaining wall steel pipe (5) internal diameter is 100mm, Pipe thickness is 3.5mm.
  7. 7. a kind of strata displacement monitoring method, it is characterised in that usage right requires the strata displacement prison any one of 1-6 Device is surveyed, the monitoring method comprises the following steps:
    Step 1:According to the geological structure in monitoring region, monitoring point is selected with reference to Rock soil Characteristics;
    Step 2:Drill at monitoring point to form drilling well;
    Step 3:From the drilling well tripping in retaining wall steel pipe (5), it is repeated after whole well and rushes well and retaining wall work, removed in well and sink Product thing;
    Step 4:By coaxial cable bragg grid strain transducer (4) decentralization into drilling well;
    Step 5:After decentralization, slip casting solidification, fixing coaxial cable are carried out to coaxial cable;
    Step 6:By the coaxial cable to basset access signal (FBG) demodulator (3);
    Step 7:Signal (FBG) demodulator (3) receives the electric gate signal in coaxial cable bragg grid strain transducer (4), goes forward side by side Row demodulation obtains strata displacement information, is then transmitted to monitoring center by radio receiving transmitting module (2), strata displacement is supervised Survey early warning.
  8. 8. strata displacement monitoring method according to claim 7, it is characterised in that drill bit used in drilling well is straight in step 2 The Noncoring drill bit of footpath 124mm.
  9. 9. strata displacement monitoring method according to claim 8, it is characterised in that retaining wall steel pipe (5) internal diameter in step 3 For 100mm, pipe thickness 3.5mm.
  10. 10. strata displacement monitoring method according to claim 9, it is characterised in that grouting cement mortar is matched somebody with somebody in step 5 Than for cement:Water:Husky=1:0.65:1.
CN201711163709.3A 2017-11-21 2017-11-21 A kind of strata displacement monitoring device and monitoring method Pending CN108007333A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109655001A (en) * 2019-02-03 2019-04-19 南京吉欧地下空间科技有限公司 A kind of device and its application method of the lateral displacement of the in-situ monitoring soil body
CN111059996A (en) * 2019-07-12 2020-04-24 天津城建大学 Comprehensive pipe rack health monitoring system based on ZigBee technology

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101055170A (en) * 2007-05-31 2007-10-17 上海交通大学 Replaceable embedding type optical fiber strain sensor
CN102346012A (en) * 2010-07-28 2012-02-08 中国石油天然气股份有限公司 Mining subsidence area oil gas pipeline pipe soil relative displacement monitoring method, system thereof, and system construction method
CN102720515A (en) * 2012-06-29 2012-10-10 山东大学 Fiber bragg grating prestress measurement anchor rod and application method thereof
CN103398730A (en) * 2013-08-23 2013-11-20 华滋奔腾(苏州)安监仪器有限公司 Sensor based on coaxial bragg grid
CN103743357A (en) * 2014-01-24 2014-04-23 西安科技大学 Fiber bragg grating separation layer device for monitoring deformation of rock roof
CN104748694A (en) * 2015-04-03 2015-07-01 河海大学 Method for measuring and calculating circumferential strain of rock sample by utilizing distributed-type optical fiber grating sensing network
CN204649160U (en) * 2015-06-05 2015-09-16 西安科技大学 A kind of device measuring strata displacement
CN105973285A (en) * 2016-07-15 2016-09-28 东南大学 Multifunctional intelligent anchor pole and installation arrangement method thereof
CN207395653U (en) * 2017-11-21 2018-05-22 中国矿业大学 A kind of strata displacement monitoring device

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101055170A (en) * 2007-05-31 2007-10-17 上海交通大学 Replaceable embedding type optical fiber strain sensor
CN102346012A (en) * 2010-07-28 2012-02-08 中国石油天然气股份有限公司 Mining subsidence area oil gas pipeline pipe soil relative displacement monitoring method, system thereof, and system construction method
CN102720515A (en) * 2012-06-29 2012-10-10 山东大学 Fiber bragg grating prestress measurement anchor rod and application method thereof
CN103398730A (en) * 2013-08-23 2013-11-20 华滋奔腾(苏州)安监仪器有限公司 Sensor based on coaxial bragg grid
CN103743357A (en) * 2014-01-24 2014-04-23 西安科技大学 Fiber bragg grating separation layer device for monitoring deformation of rock roof
CN104748694A (en) * 2015-04-03 2015-07-01 河海大学 Method for measuring and calculating circumferential strain of rock sample by utilizing distributed-type optical fiber grating sensing network
CN204649160U (en) * 2015-06-05 2015-09-16 西安科技大学 A kind of device measuring strata displacement
CN105973285A (en) * 2016-07-15 2016-09-28 东南大学 Multifunctional intelligent anchor pole and installation arrangement method thereof
CN207395653U (en) * 2017-11-21 2018-05-22 中国矿业大学 A kind of strata displacement monitoring device

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
申志军: "《复杂岩溶山区宜万铁路修建技术》", 30 June 2013, 中国铁道出版社 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109655001A (en) * 2019-02-03 2019-04-19 南京吉欧地下空间科技有限公司 A kind of device and its application method of the lateral displacement of the in-situ monitoring soil body
CN111059996A (en) * 2019-07-12 2020-04-24 天津城建大学 Comprehensive pipe rack health monitoring system based on ZigBee technology

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Application publication date: 20180508