CN112461151A - Deep deformation monitoring device and method based on weak grating - Google Patents

Deep deformation monitoring device and method based on weak grating Download PDF

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Publication number
CN112461151A
CN112461151A CN202011310752.XA CN202011310752A CN112461151A CN 112461151 A CN112461151 A CN 112461151A CN 202011310752 A CN202011310752 A CN 202011310752A CN 112461151 A CN112461151 A CN 112461151A
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weak grating
optical cable
weak
temperature
grating
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张晓飞
吕中虎
曾克
王晨辉
史彦新
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Hydrogeological And Environmental Geological Survey Center Of China Geological Survey
Center for Hydrogeology and Environmental Geology CGS
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Hydrogeological And Environmental Geological Survey Center Of China Geological Survey
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B11/00Measuring arrangements characterised by the use of optical techniques
    • G01B11/16Measuring arrangements characterised by the use of optical techniques for measuring the deformation in a solid, e.g. optical strain gauge
    • G01B11/18Measuring arrangements characterised by the use of optical techniques for measuring the deformation in a solid, e.g. optical strain gauge using photoelastic elements
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01KMEASURING TEMPERATURE; MEASURING QUANTITY OF HEAT; THERMALLY-SENSITIVE ELEMENTS NOT OTHERWISE PROVIDED FOR
    • G01K11/00Measuring temperature based upon physical or chemical changes not covered by groups G01K3/00, G01K5/00, G01K7/00 or G01K9/00
    • G01K11/32Measuring temperature based upon physical or chemical changes not covered by groups G01K3/00, G01K5/00, G01K7/00 or G01K9/00 using changes in transmittance, scattering or luminescence in optical fibres
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01KMEASURING TEMPERATURE; MEASURING QUANTITY OF HEAT; THERMALLY-SENSITIVE ELEMENTS NOT OTHERWISE PROVIDED FOR
    • G01K15/00Testing or calibrating of thermometers
    • G01K15/005Calibration
    • 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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  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • Computer Networks & Wireless Communication (AREA)
  • Length Measuring Devices By Optical Means (AREA)
  • Testing Or Calibration Of Command Recording Devices (AREA)

Abstract

The device comprises a weak grating strain optical cable, a weak grating temperature optical cable, a temperature sensor and a demodulator; the weak grating strain optical cable, the weak grating temperature optical cable and the temperature sensor are all connected with a demodulator, the demodulator is respectively connected with the wireless router and the Internet of things module, and the wireless router is connected with the cloud platform server. Arranging a weak grating strain optical cable and a weak grating temperature optical cable in the drilled hole, wherein the weak grating strain optical cable and the weak grating temperature optical cable form a weak grating monitoring optical cable together; backfilling the drilled hole; the stress nodes of the weak grating strain optical cable are fully coupled with surrounding rock and soil masses, and the integrated monitoring of deep deformation and temperature is realized by monitoring the wavelength change of each weak grating of the weak grating strain optical cable and the weak grating temperature optical cable. The invention can accurately monitor the layered deformation and the soil body temperature of rock and soil bodies with different depths, thereby achieving the purpose of measuring temperature and strain by two parameters.

Description

Deep deformation monitoring device and method based on weak grating
Technical Field
The invention relates to the technical field of geological environment monitoring, in particular to a deep deformation monitoring device and method based on weak gratings.
Background
China is a country with frequent landslide disasters, landslide monitoring is one of important measures for disaster prevention and reduction, construction safety in landslide prevention and control engineering can be guaranteed, a design scheme can be verified and optimized, and the landslide monitoring and forecasting method is also an important basis for landslide prediction and forecasting; the exploitation of underground resources often easily causes deformation of rock and soil mass, and causes disasters such as uneven ground settlement, ground collapse and the like. In landslide monitoring, ground settlement monitoring and other projects, omnibearing three-dimensional monitoring is sometimes required to be carried out on the deep deformation of a disaster body, so that the selection of an effective borehole section rock-soil body deformation measurement method is particularly important.
The main methods adopted in the prior deep displacement monitoring include a drilling inclination measuring instrument, a strain tube monitoring technology, a time domain reflectometer, an optical fiber displacement meter and the like. The strain tube monitoring technology measures by measuring the resistance value of the strain gauge, and is easy to be interfered by corrosion and environment; the difficulty of the time domain reflectometer measurement method in displacement measurement of the slip surface is higher; the optical fiber displacement meter has high requirements on technology and environment when in use. Generally speaking, the methods can monitor the displacement of the deep part of the landslide body, but the problems of high technical requirement of operators, high monitoring cost investment, poor monitoring real-time performance and the like exist.
At present, the main methods adopted for monitoring the ground settlement deep part are leveling technology, GPS technology and InSAR technology. The leveling technology is a traditional measuring method, has low requirements on equipment, but has large workload, costs a large amount of manpower and material resources for each leveling, and is not suitable for long-term ground settlement monitoring work with high frequency; in the GPS technology, the GPS positioning precision is influenced in many aspects, so that the improvement of the measurement precision is the current main problem; the measurement accuracy of the InSAR technology is also influenced by various factors; generally, the method has the problems of large workload, high monitoring cost investment and low measurement precision.
With the gradual development and innovation of optoelectronic devices, the optical fiber sensing technology which has the outstanding advantages of electromagnetic interference resistance, corrosion resistance, high sensitivity, quick response, light weight, small volume, variable appearance, large transmission bandwidth, reusability for realizing distributed measurement and the like has wide application in the online dynamic detection aspects of high-rise buildings, intelligent buildings, bridges, highways and the like.
The FBG technology based on the weak grating can well overcome the main problems of the existing monitoring technology, realizes quasi-distributed macroscopic and microscopic synchronous network detection, and has important significance for deeply researching the deep deformation process and improving the further understanding of the disaster body. The distributed optical fiber sensing technology is applied to geological disaster monitoring in 2004 in China, and good effects are achieved. As a weak grating sensing technology of a novel sensing technology, the channel multiplexing rate is improved by developing a low-reflectivity weak grating, so that a large-scale FBG sensing network becomes possible, and the lower the reflectivity is, the more the multiplexed gratings are.
Disclosure of Invention
The method aims at the problems of landslide deep monitoring and ground settlement deep monitoring in the prior art. The invention provides a deep deformation monitoring device and a deep deformation monitoring method based on a weak grating, which can accurately monitor layered deformation and soil body temperature of rock and soil bodies with different depths and achieve the aim of measuring double parameters of temperature and strain. The monitoring device can be remotely monitored through the wireless transmission module and the Internet of things control module, and real-time monitoring, real-time transmission and dynamic display on a data line of temperature and strain data are realized.
The technical scheme adopted by the invention is as follows:
deep deformation monitoring devices based on weak grating includes:
the system comprises a weak grating strain optical cable, a weak grating temperature optical cable, a temperature sensor and a demodulator; the weak grating strain optical cable, the weak grating temperature optical cable and the temperature sensor are all connected with a demodulator, the demodulator is respectively connected with the wireless router and the Internet of things module, and the wireless router is connected with the cloud platform server.
The demodulator, the wireless router and the Internet of things module are all connected with the power supply module.
The weak grating strain optical cable comprises a first ultra-weak grating array, wherein the first ultra-weak grating array is formed by on-line inscribing of optical fibers by adopting a non-peeling process, and comprises a plurality of first weak grating units with the reflectivity of 0.1-0.01%; the first ultra-weak grating array is sequentially wrapped with a spiral armor layer, a woven layer and an outer sheath from an inner layer to an outer layer;
in the weak grating strain optical cable, the outer sheath is removed through circular cutting between every two first weak grating units to expose the spiral armor and the optical fiber, and the protective shell, the spiral armor and the optical fiber core are solidified through a dispensing mode to form a stress node.
The weak grating temperature optical cable comprises a second ultra-weak grating array, the second ultra-weak grating array is formed by on-line inscribing of optical fibers by adopting a non-peeling process, and the second ultra-weak grating array comprises a plurality of second weak grating units with the reflectivity of 0.1-0.01%; the second ultra-weak grating array is wrapped with a coating layer, is placed in the seamless steel tube, is in a loose state and is filled with factice, and the outermost layer is provided with an outer sheath;
the positions of the second weak grating units correspond to the positions of the first weak grating units one by one.
The temperature sensor is arranged near the second weak grating unit of the weak grating temperature optical cable and used for correcting the temperature measurement of the weak grating temperature optical cable.
The Internet of things module is used for starting or closing the demodulator at regular time or receiving a command from the cloud platform server to start or close the demodulator. The Internet of things module comprises a network relay module, a starting self-starting module and a DC/DC converter; the network relay module realizes interaction with the cloud platform server in a wireless mode, the output end of the network relay module is connected with the starting self-starting module, the DC/DC converter is connected with the network relay module and the starting self-starting module, and the starting self-starting module is connected with the demodulator.
According to the deep deformation monitoring method based on the weak grating, a weak grating strain optical cable and a weak grating temperature optical cable are arranged in a drill hole, and the weak grating strain optical cable and the weak grating temperature optical cable form a weak grating monitoring optical cable together; backfilling the drilled hole; the stress nodes of the weak grating strain optical cable are fully coupled with surrounding rock and soil masses, and the integrated monitoring of deep deformation and temperature is realized by monitoring the wavelength change of each weak grating of the weak grating strain optical cable and the weak grating temperature optical cable.
The invention relates to a deep deformation monitoring device and a deep deformation monitoring method based on a weak grating, which have the following technical effects:
1) the weak grating strain optical cable and the weak grating temperature optical cable form a weak grating monitoring optical cable together, and the weak grating strain optical cable is used for measuring deformation information of different deep layers; the weak grating temperature optical cable is used for measuring the temperature of different deep layers and is also used for correcting the temperature of the weak grating strain optical cable.
2) The weak grating strain optical cable can meet the measurement of deformation information of different layers in depth.
3) The end part of the weak grating strain optical cable and the weak grating temperature optical cable are connected with the guide hammer, and the guide hammer plays a role in counterweight installation and protects the monitoring optical cable from being damaged by friction with the inner wall of a drilled hole during installation.
4) The positions of the second weak grating units correspond to the positions of the first weak grating units one by one, so that the temperature compensation effect is achieved, the wavelength changes of the strain grating and the temperature grating in the same depth are measured through the fiber grating demodulator, the temperature fields are basically the same because the two weak grating units are in the same depth, the wavelength drift of the strain grating caused by the temperature change is eliminated, and the wavelength change caused by the depth strain can be independently obtained. The cross influence of the temperature and the strain of the weak grating strain optical cable is eliminated, and the dual-parameter measurement of the temperature and the strain at different depths can be simultaneously met.
5) The temperature sensor plays a role in temperature correction. The temperature sensor can accurately measure the temperature at a specific depth, but the temperature-sensitive coefficient calibrated by the traditional temperature optical cable has a certain error, so that the measured temperature changes, the wavelength changes are converted into actual temperature values, the temperature-sensitive coefficient can be calibrated by the temperature measured by the temperature sensor, and the temperature correction effect is achieved.
6) The invention can accurately monitor the layered deformation and the soil body temperature of rock and soil bodies with different depths, thereby achieving the purpose of measuring temperature and strain by two parameters. The monitoring device can be remotely monitored through the wireless transmission module and the Internet of things control module, and real-time monitoring, real-time transmission and dynamic display on a data line of temperature and strain data are realized.
Drawings
FIG. 1 is a schematic view of the overall structure of the monitoring device of the present invention;
fig. 2 is a schematic structural diagram of an internet of things module of the monitoring device of the present invention.
Detailed Description
As shown in fig. 1 and 2, the deep deformation monitoring device based on the weak grating includes:
the system comprises a weak grating strain optical cable 1, a weak grating temperature optical cable 2, a temperature sensor 3 and a demodulator 4;
the weak grating strain optical cable 1, the weak grating temperature optical cable 2 and the temperature sensor 3 are all connected with the demodulator 4, the demodulator 4 is respectively connected with the wireless router 5 and the Internet of things module 6, and the wireless router 5 is connected with the cloud platform server 8. The method comprises the following steps:
wireless router 5 is connected with demodulation appearance 4 through the net twine, and wireless router 5 is connected with thing networking module 6 through WIFI, and wireless router 5 carries out communication connection through 4G network and cloud platform server 8.
The demodulator 4, the wireless router 5 and the Internet of things module 6 are all connected with a power supply module 7. The power supply module 7 comprises a solar panel, a lithium battery and a DC/DC converter, and the power supply module 7 is used for supplying power to the demodulator 4 and providing a stable 19V power supply for the wireless router 5 and the Internet of things module 6.
The wireless ROUTER 5 adopts a TR321-A TDD/FDD ROUTER dual-network-port industrial ROUTER.
The cloud platform server 8 employs an IBM System x 3500M 4 server.
The weak grating strain optical cable 1 comprises a first ultra-weak grating array, wherein the first ultra-weak grating array is formed by writing an optical fiber in a bending-resistant area on line by adopting a non-peeling process, and comprises a plurality of first weak grating units 1.1 with the reflectivity of 0.1-0.01%. The first ultra-weak grating array is sequentially wrapped with a spiral armor layer, a woven layer and an outer sheath from an inner layer to an outer layer. The specific parameters are as follows:
the distance between the first weak grating units is 1.1 m and is 2-5 m according to the deep deformation monitoring requirement, and the diameter of the first weak grating units after twice close coating is 0.9 mm; the metal spiral armor is a 304 stainless steel band with the width of 1mm and the thickness of 0.3-0.35mm, and is wound into a spiral armor pipe with the outer diameter of 2.8 mm; the braided layer is formed by braiding 16 groups of 3 stainless steel wires with the diameter of 0.07 mm; the outer sheath is made of Thermoplastic Polyurethane (TPU) engineering plastics, and the thickness of the outer sheath is more than 0.8 mm.
In the weak grating strain optical cable 1, the outer sheath is removed through circular cutting between every two first weak grating units 1.1 to expose the spiral armor and the optical fiber, and the protective shell, the spiral armor and the optical fiber core are solidified through a dispensing mode to form a stress node 1.2.
The weak grating temperature optical cable 2 comprises a second ultra-weak grating array, the second ultra-weak grating array is formed by writing optical fibers on line by adopting a non-peeling process, and the second ultra-weak grating array comprises a plurality of second weak grating units 2.1 with the reflectivity of 0.1-0.01%. The design combines the wavelength division/time division multiplexing technology of the fiber bragg grating, and the space of the sensing units can be flexibly customized according to the space interval requirement of temperature measurement. The specific parameters are as follows:
the distance between the second weak grating units 2.1 is 2-5 meters according to the deep deformation monitoring requirement, and the diameter of the optical fiber tight-wrapping coating layer is 0.17-0.20 mm; the second ultra-weak grating array fiber is placed in a stainless steel seamless steel tube, is in a relaxed state and is filled with factice; the outer sheath is made of engineering plastics such as PE and the like, and the thickness is more than 0.5 mm.
The positions of the second weak grating units 2.1 correspond to the positions of the first weak grating units 1.1 one by one.
The temperature sensor 3 is arranged near the second weak grating unit 2.1 of the weak grating temperature optical cable 2 and is used for correcting the temperature measurement of the weak grating temperature optical cable 2. The temperature sensor 3 is a platinum resistance temperature sensor.
The demodulator 4 is a multi-channel ultra-weak grating analysis demodulator and can simultaneously analyze and demodulate 4 channels of ultra-weak grating arrays with up to 3000 channels; meanwhile, the integrated platinum resistor acquisition module can acquire the temperature value of a single platinum resistor temperature sensor and is used for correcting the temperature of the ultra-weak grating. The demodulator 4 adopts a Z-RGS-1 fiber grating demodulator.
The internet of things module 6 is used for starting or closing the demodulator 4 at regular time or receiving a command from the cloud platform server 8 to start or close the demodulator 4.
The internet of things module 6 comprises a network relay module 6.1, a starting self-starting module 6.2 and a DC/DC converter 6.3.
The network relay module 6.1 is wirelessly interacted with the cloud platform server 8, the output end of the network relay module 6.1 is connected with the power-on self-starting module 6.2, the DC/DC converter 6.3 is connected with the network relay module 6.1 and the power-on self-starting module 6.2, and the power-on self-starting module 6.2 is connected with the demodulator 4, as shown in FIG. 2.
The network relay module 6.1 adopts HLK-SW 22 network relay. The boot self-starting module 6.2 adopts an RD01N module. The DC/DC converter 6.3 adopts URB2412YMD-20WR3 to input/output 12V 20W DC-DC power module.
According to the deep deformation monitoring method based on the weak grating, a weak grating strain optical cable 1 and a weak grating temperature optical cable 2 are arranged in a drill hole 10, and the weak grating strain optical cable 1 and the weak grating temperature optical cable 2 form a weak grating monitoring optical cable 9; backfilling the drilled hole; the stress node 1.2 of the weak grating strain optical cable 1 is fully coupled with surrounding rock-soil bodies, and the integrated monitoring of deep deformation and temperature is realized by monitoring the wavelength change of each weak grating of the weak grating strain optical cable 1 and the weak grating temperature optical cable 2.
The deep deformation monitoring method based on the weak grating comprises the following steps:
step 1, drilling holes:
according to the monitoring requirement, a drilling machine is adopted to drill holes, and the diameter range of the drill holes 10 is 150-200 mm.
Step 2, laying a weak grating monitoring optical cable:
after the hole is formed, the weak grating strain optical cable 1 and the weak grating temperature optical cable 2 are connected with the guide hammer 11, the two optical cables penetrate through the upper cover of the guide hammer and are welded together by a welding machine, and then the shell of the guide hammer is installed. The connection mode of the optical cable and the guide hammer 11 and the structure of the guide hammer 11 are as described in the Chinese patent 'a method for measuring layered deformation of rock and soil mass with a drilling section' (application number: 201310399092.0): the sensing optical fiber is fixed with the guide hammer, the middle part of the sensing optical fiber is wound on the guide hammer, a U-shaped loop is formed at the symmetrical parts of the two sides of the guide hammer, and the fixing part of the optical fiber and the head of the guide hammer is subjected to thermal shrinkage protection. The bottom of the guide hammer is provided with a pulley.
The method comprises the following steps of feeding the weak grating monitoring optical cable with a guide hammer 11 into a drill hole 10 by means of gravity, wherein in the feeding process, a steel wire rope 9 penetrates through a pulley arranged at the bottom of the guide hammer 11, and the guide hammer 11 is controlled to sink by the steel wire rope 9 until the weak grating monitoring optical cable is placed to the bottom of the drill hole 10; after the weak grating monitoring optical cable is laid, the steel wire rope 9 is drawn out;
step 3, backfilling and drilling:
and backfilling the drilled hole 10 after the arrangement of the weak grating monitoring optical cable is complete, backfilling the drilled hole 10 by adopting an expanded clay ball, and in order to ensure that the clay ball can be fully coupled with the well wall, standing for 2 hours when backfilling is carried out for 20 meters below the water level, accurately measuring the backfilling position, and then backfilling at the next stage, wherein the backfilling is carried out for 4 hours when backfilling is carried out for 20 meters above the water level, so that the expanded clay ball is fully expanded, and accurately measuring the backfilling position and then backfilling at the next stage.
The drill hole is backfilled by the expanded clay ball, and the expanded clay ball has the following characteristics:
(1) the expanded clay ball material is apricot-kernel-shaped, has the grain diameter of about 15mm, is suitable for the enclosing and filling of small annular gaps, and is convenient to enclose and fill.
(2) The hydration expansion ratio is more than 200%, so that the holding power between the material and the monitoring optical cable and the supporting force between the material and the wall of the hole of the drilled hole can be improved, and a good coupling effect can be obtained.
(3) The hydration and expansion time is long, and the hydration and expansion time of the novel sodium bentonite expansion clay ball is more than 2 hours; the hydration expansion time of the novel calcium bentonite expansion clay ball is more than 0.5 hour. The novel expanded clay balls with different hydration time can be selected according to the well-forming depth, so that the backfill material can accurately reach the part needing to be backfilled before the well is not hydrated, and the backfill precision and compactness are improved.
Step 4, laying a temperature sensor 3:
when the drill hole 10 is backfilled, a temperature sensor 3 is arranged at a second weak grating unit at the uppermost layer of the drill hole 10;
step 5, laying a monitoring system:
the weak grating strain optical cable 1, the weak grating temperature optical cable 2 and the temperature sensor 3 are connected into a demodulator 4, and then are placed in an outdoor monitoring box after being connected with a wireless router 5, an Internet of things module 6 and a power supply module 7.

Claims (10)

1. Deep deformation monitoring devices based on weak grating, its characterized in that includes:
the device comprises a weak grating strain optical cable (1), a weak grating temperature optical cable (2), a temperature sensor (3) and a demodulator (4);
the weak grating strain optical cable (1), the weak grating temperature optical cable (2) and the temperature sensor (3) are all connected with the demodulator (4), the demodulator (4) is respectively connected with the wireless router (5) and the Internet of things module (6), and the wireless router (5) is connected with the cloud platform server (8).
2. The weak grating-based deep deformation monitoring device of claim 1, wherein: the demodulator (4), the wireless router (5) and the Internet of things module (6) are all connected with a power supply module (7).
3. The weak grating-based deep deformation monitoring device of claim 1, wherein: the weak grating strain optical cable (1) comprises a first ultra-weak grating array, wherein the first ultra-weak grating array is formed by on-line inscribing of optical fibers by adopting a non-peeling process, and comprises a plurality of first weak grating units (1.1) with the reflectivity of 0.1-0.01%;
the first ultra-weak grating array is sequentially wrapped with a spiral armor layer, a woven layer and an outer sheath from an inner layer to an outer layer.
4. The weak grating-based deep deformation monitoring device of claim 3, wherein: in the weak grating strain optical cable (1), an outer sheath is removed through circular cutting between every two first weak grating units (1.1) to expose spiral armor and optical fibers, and a protective shell, the spiral armor and optical fiber cores are solidified through a dispensing mode to form stress nodes (1.2).
5. The weak grating-based deep deformation monitoring device of claim 3, wherein: the weak grating temperature optical cable (2) comprises a second ultra-weak grating array, the second ultra-weak grating array is formed by on-line inscribing of optical fibers by adopting a non-peeling process, and the second ultra-weak grating array comprises a plurality of second weak grating units (2.1) with the reflectivity of 0.1-0.01%;
the second ultra-weak grating array is wrapped with a coating layer, is placed in the seamless steel tube, is in a loose state and is filled with factice, and the outermost layer is provided with an outer sheath;
the positions of the second weak grating units (2.1) correspond to the positions of the first weak grating units (1.1) one by one.
6. The weak grating-based deep deformation monitoring device of claim 3, wherein: the temperature sensor (3) is arranged near the second weak grating unit (2.1) of the weak grating temperature optical cable (2) and used for correcting the temperature measurement of the weak grating temperature optical cable (2).
7. The weak grating-based deep deformation monitoring device of claim 1, wherein: the Internet of things module (6) is used for starting or closing the demodulator (4) at regular time or receiving a command from the cloud platform server (8) to start or close the demodulator (4).
8. The weak grating-based deep deformation monitoring device of claim 1, wherein: the Internet of things module (6) comprises a network relay module (6.1), a starting self-starting module (6.2) and a DC/DC converter (6.3);
the network relay module (6.1) is interacted with the cloud platform server (8) in a wireless mode, the output end of the network relay module (6.1) is connected with the starting-up self-starting module (6.2), the DC/DC converter (6.3) is connected with the network relay module (6.1) and the starting-up self-starting module (6.2), and the starting-up self-starting module (6.2) is connected with the demodulator (4).
9. The deep deformation monitoring method based on the weak grating is characterized by comprising the following steps: arranging a weak grating strain optical cable (1) and a weak grating temperature optical cable (2) in a drill hole (10), wherein the weak grating strain optical cable (1) and the weak grating temperature optical cable (2) form a weak grating monitoring optical cable together; backfilling the drilled hole; stress nodes (1.2) of the weak grating strain optical cable (1) are fully coupled with surrounding rock-soil bodies, and deep deformation and temperature integrated monitoring is realized by monitoring the wavelength change of each weak grating of the weak grating strain optical cable (1) and the weak grating temperature optical cable (2).
10. The deep deformation monitoring method based on the weak grating as claimed in claim 9, characterized by comprising the following steps:
step 1, drilling holes:
drilling by using a drilling machine according to the monitoring requirement;
step 2, laying a weak grating monitoring optical cable:
after hole forming, connecting a guide hammer (11) with a weak grating strain optical cable (1) and a weak grating temperature optical cable (2), feeding the weak grating monitoring optical cable with the guide hammer (11) into a drill hole (10) by means of gravity, and in the feeding process, controlling the guide hammer (11) to sink by a steel wire rope (9) through a pulley arranged at the bottom of the guide hammer (11) by the steel wire rope (9) until the weak grating monitoring optical cable is lowered to the bottom of the drill hole (10); after the weak grating monitoring optical cable is laid, the steel wire rope (9) is drawn out;
step 3, backfilling and drilling:
backfilling the drill hole (10) after the weak grating monitoring optical cable is completely arranged, backfilling the drill hole (10) by adopting an expanded clay ball, and in order to ensure that the clay ball can be fully coupled with the well wall, standing for 2 hours when backfilling is carried out for 20 meters below the water level, accurately measuring the backfill position, and then backfilling at the next stage, wherein the backfilling is carried out for 4 hours when backfilling is carried out for 20 meters above the water level, so that the expanded clay ball is fully expanded, and accurately measuring the backfill position and then backfilling at the next stage;
step 4, arranging a temperature sensor (3):
when the drill hole (10) is backfilled, a temperature sensor (3) is arranged at a second weak grating unit at the uppermost layer of the drill hole (10);
step 5, laying a monitoring system:
the weak grating strain optical cable (1), the weak grating temperature optical cable (2) and the temperature sensor (3) are connected into the demodulator (4), and then the wireless router (5), the Internet of things module (6) and the power supply module (7) are connected and then placed in an outdoor monitoring box.
CN202011310752.XA 2020-11-20 2020-11-20 Deep deformation monitoring device and method based on weak grating Pending CN112461151A (en)

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CN113738340A (en) * 2021-09-01 2021-12-03 苏州南智传感科技有限公司 Real-time monitoring device and monitoring method for backfill progress of drill hole
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CN113916794A (en) * 2021-10-15 2022-01-11 哈尔滨工业大学 Soil water content monitoring device and method based on ultra-weak fiber bragg grating sensing technology
CN114234814A (en) * 2021-11-04 2022-03-25 中建科技集团有限公司 Deep horizontal displacement monitoring sensor and displacement monitoring system
CN114322819A (en) * 2022-03-15 2022-04-12 中国科学院武汉岩土力学研究所 Fiber grating sensor, strain monitoring method and strain monitoring system for deep roadway surrounding rock

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CN113738340A (en) * 2021-09-01 2021-12-03 苏州南智传感科技有限公司 Real-time monitoring device and monitoring method for backfill progress of drill hole
CN113866215A (en) * 2021-09-27 2021-12-31 中交第二航务工程局有限公司 Attached type bridge pile foundation scouring product real-time monitoring system and method
CN113916794A (en) * 2021-10-15 2022-01-11 哈尔滨工业大学 Soil water content monitoring device and method based on ultra-weak fiber bragg grating sensing technology
CN113916794B (en) * 2021-10-15 2023-07-25 哈尔滨工业大学 Soil water content monitoring device and method based on ultra-weak fiber bragg grating sensing technology
CN114234814A (en) * 2021-11-04 2022-03-25 中建科技集团有限公司 Deep horizontal displacement monitoring sensor and displacement monitoring system
CN114234814B (en) * 2021-11-04 2024-03-29 中建科技集团有限公司 Deep horizontal displacement monitoring sensor and displacement monitoring system
CN114322819A (en) * 2022-03-15 2022-04-12 中国科学院武汉岩土力学研究所 Fiber grating sensor, strain monitoring method and strain monitoring system for deep roadway surrounding rock
CN114322819B (en) * 2022-03-15 2022-06-10 中国科学院武汉岩土力学研究所 Fiber grating sensor, strain monitoring method and strain monitoring system for deep roadway surrounding rock
US11781926B1 (en) 2022-03-15 2023-10-10 Institute Of Rock And Soil Mechanics, Chinese Academy Of Sciences Fiber grating sensor, strain monitoring method and system for a surrounding rock of a deep roadway

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