CN108413886A - A kind of FBG encapsulating structures that can monitor soil body micro-strain and packaging method - Google Patents

A kind of FBG encapsulating structures that can monitor soil body micro-strain and packaging method Download PDF

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Publication number
CN108413886A
CN108413886A CN201810065855.0A CN201810065855A CN108413886A CN 108413886 A CN108413886 A CN 108413886A CN 201810065855 A CN201810065855 A CN 201810065855A CN 108413886 A CN108413886 A CN 108413886A
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CN
China
Prior art keywords
fbg
soil body
thermoplastic tube
thermoplastic
fiber
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Pending
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CN201810065855.0A
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Chinese (zh)
Inventor
苗鹏勇
张军
赵紫阳
张宗战
孙志杰
朱晓斌
张蕾
郭震山
姚广
毋晓琛
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Shanxi Province Transport Science Research Institute
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Shanxi Province Transport Science Research Institute
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Priority to CN201810065855.0A priority Critical patent/CN108413886A/en
Publication of CN108413886A publication Critical patent/CN108413886A/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
    • 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

Abstract

The present invention proposes a kind of the FBG encapsulating structures and packaging method of monitoring soil body micro-strain, and protection is packaged to FBG using the thermoplastic tube and quartz ampoule that increase skin-friction coefficient, is needed to select the suitable thermoplastic tube of size and quartz ampoule according to actual monitoring;It is fixed mounted on FBG gratings side after thermoplastic tube sand for surface paper is polished;In grid region, installation quartz socket tube protects grid region, prevents destruction of the shear strain to grid region;One thermoplastic tube Jing Guo same treatment, as soil body micro-strain FBG sensor are installed in the grid regions the FBG other side.Invention increases the friction effect between FBG sensor and the soil body, the compatible deformation between FBG sensor and the soil body is improved, can sense when the micro-strain of the soil body;The soil body is effectively avoided directly to squeeze the shear action of generation, the survival rate for improving the FBG embedment soil bodys and the service life in the soil body are capable of the variation of the reliable lasting monitoring soil body.

Description

A kind of FBG encapsulating structures that can monitor soil body micro-strain and packaging method
Technical field
The invention belongs to Rock And Soil disaster preventions to monitor field, be related to a kind of FBG encapsulating structures and packaging method, especially relate to And a kind of FBG encapsulating structures that can monitor soil body micro-strain and packaging method.
Background technology
Rock And Soil disaster prevention monitoring field is an observation subject, only total by different observation in scientific research Knot can just accomplish the improvement and prevention of disaster.In Rock And Soil diaster prevention and control field, the generation of each single item Rock And Soil disaster is not all from The deformation of the soil body is opened, the deformation of macroscopical Rock And Soil is typically to be made of several local soil body micro-strains.Therefore, the soil body is micro- The observation of small deformation is to study the important indicator of Rock And Soil macro-mechanical characters, observation, plastic zone soil such as falling property of loess body The variation etc. of soil body mechanical property is related to the slow small variation of the soil body during the variation of body, clay body moisture evaporation are cracked When process, it is required for accurately observing the micro-strain variation of the soil body at any time, observation and summary to soil body micro-strain, are pre- The important channel for the geological disaster that survey and prevention may occur.
Based on the high-precision strain-responsive features of FBG, when soil body variation of ambient temperature is little, do not consider temperature to FBG The influence of monitoring can directly be converted to the strain variation of tested point according to the wavelength change that FBG is measured.If un-encapsulated directly will FBG is embedded, and the one side soil body directly squeezes FBG sensing elements with the soil body to be measured, can make FBG sensing elements that shearing occur broken It is bad;On the other hand since optical fiber surface is smooth, the friction between the soil body is small, especially after chance water when soil deformation is larger two It will produce opposite sliding between person, both of which will have a direct impact on monitoring of the FBG sensing elements to tested point soil deformation.Thus Author attempts to protect optical fiber grid region using PVC plastic casing, but plastic bushing is easy to send out during being embedded to the soil body The raw changing of the relative positions so that grid region is exposed outside, does not well solve the protection problem in grid region, and when overlying burden is larger Pvc pipe itself can bend, and the FBG sensing elements inside pvc pipe also generate certain bending, can shorten FBG in the course of time The service life of sensor;Furthermore the compatible deformation between the soil body and optical fiber is not also resolved well.For this purpose, author tastes again Examination installs a fixed thermoplastic tube respectively using quartzy protection of pipe FBG sensor grid region in FBG sensing elements both sides.Stone English pipe bend resistance ability is strong, FBG sensor grid region can be avoided by bending failure using quartz ampoule.Thermoplastic tube is heated can be with light Fine lead is bonded together, and on the one hand can serve as bellend, reinforces the degree of coupling of the soil body and optical fiber, improves compatible deformation;Separately On the one hand, the confined quartz ampoule in both sides can prevent the protection pipe in grid region from sliding, and maximum limit is played to FBG sensing elements The protection of degree.However the experimental results showed that, although grid region protection pipe fall off and buckling problem is resolved, and optical fiber and the soil body Between compatible deformation be also improved, but the soil body and optical fiber are still easy to happen slippage after meeting water, cannot be good Compatible deformation occurs.
Invention content
In order to solve the above-mentioned technical problem, the present invention proposes a kind of coupling enhanced between optical fiber and the soil body, changes The FBG encapsulating structures and packaging method that can monitor soil body micro-strain of the compatible deformation of kind optical fiber and the soil body.
To achieve the goals above, the present invention adopts the following technical scheme that:
A kind of FBG encapsulating structures that can monitor soil body micro-strain, it is characterised in that:It is described that can to monitor the soil body small The FBG encapsulating structures of deformation include FBG sensing elements, quartz ampoule and thermoplastic tube;FBG sensing elements both sides are provided with light Fine lead;The thermoplastic tube is two;The quartz pipe sleeve is outside FBG sensing elements;Two thermoplastic tubes are set in Outside the fiber-optic wire of FBG sensing elements both sides;The quartz ampoule is nested with thermoplastic tube.
Preferably, the outer diameter of quartz ampoule is more than the outer diameter of fiber-optic wire and the internal diameter less than thermoplastic tube.
Preferably, being filled with colloid between thermoplastic tube and fiber-optic wire.
Preferably, the fixed section that thermoplastic tube is divided into active segment along the axial direction of thermoplastic tube and is connected with active segment; The quartz ampoule is nested in active segment with thermoplastic tube;Glue is filled between the thermoplastic tube and fiber-optic wire at fixed section Body.
Preferably, the outer surface of thermoplastic tube is coarse.
Preferably, needing to remove the coat wrapped up on fiber-optic wire outer wall.
A kind of packaging method based on the FBG encapsulating structures that can monitor soil body micro-strain as previously described, feature It is:It the described method comprises the following steps:
1) the suitable thermoplastic tube of size and quartz ampoule are selected according to actual demand;
2) outer surface of thermoplastic tube is polished with sand paper, forms rough surface;The thermoplastic tube include left side thermoplastic tube with And right side thermoplastic tube;
3) left side thermoplastic tube set will be fixed after fiber-optic wire that left side thermoplastic tube is sleeved on the left of FBG sensing elements;
4) by quartz pipe sleeve on FBG sensing elements;
5) right side thermoplastic tube set will be fixed after fiber-optic wire that right side thermoplastic tube is sleeved on the right side of FBG sensing elements;
6) left side thermoplastic pipe sleeve and right side thermoplastic pipe sleeve are heated, makes left side thermoplastic pipe sleeve and right side thermoplastic pipe sleeve point It is not bonded with fiber-optic wire.
Further include in left side thermoplastic pipe sleeve and optical fiber preferably, when left side thermoplastic tube set being fixed in step 3) The step of colloid is filled between lead;Further include in right side thermoplastic tube when right side thermoplastic tube set being fixed in step 5) The step of colloid is filled between set and fiber-optic wire.
Preferably, longest distance of the colloid in thermoplastic pipe sleeve and fiber-optic wire is less than the length of thermoplastic pipe sleeve, in heat The part for moulding filling colloid between pipe sleeve and fiber-optic wire forms fixed section, and glue is not filled by between thermoplastic pipe sleeve and fiber-optic wire The part of body forms active segment;The quartz ampoule is nested in active segment with thermoplastic tube.
The beneficial effects of the invention are as follows:
1) encapsulating material of the thermoplastic tube and quartz ampoule of improvement as FBG sensing elements is had selected, high degree is utilized The flexibility of thermoplastic tube, easily cohesive characteristic and quartz ampoule hardness are big, rigidity is big, inflexible characteristic so that FBG is to be measured It will not be destroyed under Rock And Soil internal environment, extend the actual life of slope surface monitoring sensor well;Simultaneously Also the soil body in monitoring process is prevented to improve the success rate of the implantation soil body to the direct racking strain of FBG as much as possible.
2) by artificially increasing the friction coefficient of protecting pipe, and it is larger in FBG gratings both sides peace skin-friction coefficient Protecting pipe is installed quartz ampoule in grid region, the compatible deformation of the soil body and optical fiber is greatly improved, after the completion of being encapsulated using this method FBG sensor it is small, the embedment soil body can ignore the influence to soil body mechanical property, to utmostly improving FBG The accuracy of sensing element monitoring data and the reliability for increasing the sensor implantation soil body.
Description of the drawings
Fig. 1 is the overall structure diagram of the FBG encapsulating structures provided by the present invention that can monitor soil body micro-strain;
Fig. 2 is the sectional view that Fig. 1 is cut along the faces AA-BB;
Wherein:
1- coats;2- fiber-optic wires;3- thermoplastic tubes;4- quartz ampoules;5-FBG sensing elements;6- colloids;7- active segments; 8- fixed sections.
Specific implementation mode
The present invention will be further explained for example below in conjunction with the accompanying drawings.
The principle of the invention is:It, can be according to FBG waves by FBG embedment soil body tested points due to FBG sensor strain sensitive The soil body strain variation of long variation monitoring embedment point, but since optical fiber smooth in appearance, friction coefficient are small, optical fiber holds very much with the soil body Opposite sliding easily occurs, this effect is more obvious after meeting water.Outer diameter is selected to be fixed on grating slightly larger than the thermoplastic tube of optical fiber Both sides, serve as bellend can effectively so that the soil body is with fiber coupling together with, while in order to increase thermoplastic tube and the soil body it Between friction, sheath pipe surface is polished with sand paper, forms shaggy thermoplastic tube.In FBG sensor sensing element area, use Outer diameter is slightly smaller than thermoplastic tube, and the quartz ampoule that internal diameter is more than fiber-optic wire is protected, and side nested against one another is utilized at two interface tubes Formula is handled.By the above-mentioned means, effectively preventing the opposite sliding between the soil body and optical fiber, association between the two is improved Soil body micro-strain monitoring precision is greatly improved in modulation shape.Meanwhile influence of this protected mode to the embedment soil body It is small, the survival rate of the embedment soil body can be greatly improved, service life of the FBG in soil deformation monitoring is extended, to make to use the party The FBG sensor of method encapsulation is preferably served in the monitoring of soil body micro-strain.
The present invention thermoplastic tube coarse in grating both sides installation surface, one section of filling colloid of thermoplastic tube is fixed with optical fiber to be ensured The compatible deformation of optical fiber and the soil body retains 3mm or so and is not filled with colloid in order to which coarse protecting pipe forms nested, general with quartz ampoule Quartz ampoule is fixed movable in a certain range.After above-mentioned packaged type, the thermoplastic tube of both sides can ensure the soil body When deformation, corresponding compatible deformation occurs for optical fiber, and the nesting that the coarse protecting pipe in both sides can be utilized to be formed, and prevents grating grid region Quartz protecting tube fall off so that ITTQT-FBG (the Improved Thermoplastic Tube and Quartz of encapsulation It Tube) being capable of the accurately permanent micro-strain for monitoring the tested point soil body.The heat that the present invention selects skin-friction coefficient larger Modeling pipe and quartz ampoule are packaged protection to FBG.Shaggy thermoplastic tube can enhance the change of the coordination between optical fiber and the soil body Shape;Quartz ampoule protects FBG sensing elements to greatest extent, avoids shear property model of the soil body to grating, substantially increases and bury Enter survival rate and the service life of the soil body;Along with the distinctive strain of FBG sensor itself is highly sensitive so that the FBG after encapsulation is passed Sensor being capable of the micro-strain accurate, reliable, for a long time that monitored in the soil body.
Specifically, the present invention provides a kind of FBG encapsulating structures that can monitor soil body micro-strain, soil can be monitored The FBG encapsulating structures of body micro-strain include FBG sensing elements 5, quartz ampoule 4 and thermoplastic tube 3;5 both sides of FBG sensing elements are set It is equipped with fiber-optic wire 2;Thermoplastic tube 3 is two;Quartz ampoule 4 is sleeved on outside FBG sensing elements 5;Two thermoplastic tubes 3 are set with Outside the fiber-optic wire 2 of 5 both sides of FBG sensing elements;Quartz ampoule 4 is nested with thermoplastic tube 3.
The outer diameter of quartz ampoule 4 is more than the outer diameter of fiber-optic wire 2 and the internal diameter less than thermoplastic tube 3.
Colloid 6 is filled between thermoplastic tube 3 and fiber-optic wire 2.
Thermoplastic tube 3 is divided into active segment 7 and the fixed section being connected with active segment 78 along the axial direction of thermoplastic tube 3;Quartz Pipe 4 is nested in active segment 7 with thermoplastic tube 3;Colloid 6 is filled between thermoplastic tube 3 and fiber-optic wire 2 at fixed section 8;Heat It is coarse to mould the outer surface of pipe 3;Remove the coat 1 wrapped up on 2 outer wall of fiber-optic wire.
A kind of packaging method based on such as preceding FBG encapsulating structures that can monitor soil body micro-strain, method include with Lower step:
1) the suitable thermoplastic tube 3 of size and quartz ampoule 4 are selected according to actual demand;
2) outer surface of thermoplastic tube 3 is polished with sand paper, forms rough surface;Thermoplastic tube 3 include left side thermoplastic tube and Right side thermoplastic tube;
3) left side thermoplastic tube set is consolidated after left side thermoplastic tube being sleeved on the fiber-optic wire 2 in 5 left side of FBG sensing elements It is fixed;
4) quartz ampoule 4 is sleeved on FBG sensing elements 5;
5) right side thermoplastic tube set is consolidated after right side thermoplastic tube being sleeved on the fiber-optic wire 2 on 5 right side of FBG sensing elements It is fixed;
6) left side thermoplastic pipe sleeve and right side thermoplastic pipe sleeve are heated, makes left side thermoplastic pipe sleeve and right side thermoplastic pipe sleeve point It is not bonded with fiber-optic wire 2.
Further include between left side thermoplastic pipe sleeve and fiber-optic wire 2 when left side thermoplastic tube set being fixed in step 3) The step of filling colloid 6;Further include in right side thermoplastic pipe sleeve and optical fiber when right side thermoplastic tube set being fixed in step 5) The step of colloid 6 are filled between lead 2.
Longest distance of the colloid 6 in thermoplastic pipe sleeve 3 and fiber-optic wire 2 is less than the length of thermoplastic pipe sleeve 3, in thermoplastic pipe sleeve The part that colloid 6 is filled between 3 and fiber-optic wire 2 forms fixed section 8, and glue is not filled by between thermoplastic pipe sleeve 3 and fiber-optic wire 2 The part of body 6 forms active segment 7;Quartz ampoule 4 is nested in active segment 7 with thermoplastic tube 3.
Referring to Fig. 1 and Fig. 2, with long 40mm, internal diameter 1.8mm, the heat-shrink tube of outer diameter 2.5mm and long 30mm, internal diameter 1mm, For the quartz ampoule of outer diameter 1.5mm, technical solution provided by the present invention is described in detail:
A kind of FBG sensor package method that can monitor soil body micro-strain, encapsulation mainly comprise the following steps:
The suitable thermoplastic tube 3 of size and quartz ampoule 4 are selected according to actual demand;With sand paper polish thermoplastic tube 3, polishing when It is different according to actual needs that different sand paper can be selected to polish to form different surfaces by 3 surrounding grinding homogeneity of thermoplastic tube Friction coefficient, the test of friction coefficient can use identical material contracting with heat to make standard sample, then use friction coefficient tester into Row test;When thermoplastic tube 3 on the left of installation, installs after the coat 1 above fiber-optic wire 2 is removed, need herein again By in the corresponding 37mm length of fixation coat stripping, can make in this way thermoplastic tube 3 when heat is shunk preferably with light Fine lead 2 fits together.Since 3 internal diameter of thermoplastic tube is more than fiber-optic wire 2, need to fill shape between the two with colloid when fixed At gap, i.e., fixed section 8 fill colloid 6, retain active segment 7 be not filled with colloid, this colloid filling 8 length of fixed section For 37mm, 7 length of active segment is 3mm;When FBG sensing elements 5 install quartz ampoule 4, one end of quartz ampoule will be nested in activity It in section 7, can prevent from big bending occurs at two interface tubes in this way optical fiber is caused to destroy, the nested length in left side is 3mm herein. When thermoplastic tube 3 is installed on right side, scope of activities appropriate stayed to quartz ampoule 4, prevent quartz ampoule 4 is stuck, right side nesting is grown Degree is 3mm, stays the activity interval of 1mm, so the spacing between two thermoplastic tubes 3 is 25mm.After installing, hot hair dryer is used Carrying out micro- heating to thermoplastic tube makes thermoplastic tube 3 fit together with fiber-optic wire 2, it should be noted that temperature when to heating is controlled System, avoids thermoplastic tube that big deformation occurs, is eventually fabricated ITTQT-FBG.

Claims (9)

1. a kind of FBG encapsulating structures that can monitor soil body micro-strain, it is characterised in that:It is described to monitor the small change of the soil body The FBG encapsulating structures of shape include FBG sensing elements(5), quartz ampoule(4)And thermoplastic tube(3);The FBG sensing elements(5)Two Side is provided with fiber-optic wire(2);The thermoplastic tube(3)It is two;The quartz ampoule(4)It is sleeved on FBG sensing elements(5)Outside Portion;Two thermoplastic tubes(3)It is set in FBG sensing elements(5)The fiber-optic wire of both sides(2)It is external;The quartz ampoule(4)With Thermoplastic tube(3)It is nested.
2. the FBG encapsulating structures according to claim 1 that soil body micro-strain can be monitored, it is characterised in that:The stone Ying Guan(4)Outer diameter be more than fiber-optic wire(2)Outer diameter and be less than thermoplastic tube(3)Internal diameter.
3. the FBG encapsulating structures according to claim 2 that soil body micro-strain can be monitored, it is characterised in that:The heat Modeling pipe(3)With fiber-optic wire(2)Between be filled with colloid(6).
4. the FBG encapsulating structures according to claim 3 that soil body micro-strain can be monitored, it is characterised in that:The heat Modeling pipe(3)Along thermoplastic tube(3)Axial direction be divided into active segment(7)And and active segment(7)Connected fixed section(8);It is described Quartz ampoule(4)In active segment(7)In with thermoplastic tube(3)It is nested;The thermoplastic tube(3)With fiber-optic wire(2)Between in fixation Section(8)Place is filled with colloid(6).
5. according to any FBG encapsulating structures that can monitor soil body micro-strain of claim 1-4, it is characterised in that: The thermoplastic tube(3)Outer surface be coarse.
6. the FBG encapsulating structures according to claim 5 that soil body micro-strain can be monitored, it is characterised in that:The light Fine lead(2)Outer wall on be enclosed with coat(1).
7. a kind of packaging method based on the FBG encapsulating structures that can monitor soil body micro-strain as claimed in claim 6, It is characterized in that:It the described method comprises the following steps:
1)The suitable thermoplastic tube of size is selected according to actual demand(3)And quartz ampoule(4);
2)By thermoplastic tube(3)Outer surface polished with sand paper, formed rough surface;The thermoplastic tube(3)Including left side thermoplastic tube And right side thermoplastic tube;
3)Left side thermoplastic tube is sleeved on FBG sensing elements(5)The fiber-optic wire in left side(2)Left side thermoplastic tube set is consolidated afterwards It is fixed;
4)By quartz ampoule(4)It is sleeved on FBG sensing elements(5)On;
5)Right side thermoplastic tube is sleeved on FBG sensing elements(5)The fiber-optic wire on right side(2)Right side thermoplastic tube set is consolidated afterwards It is fixed;
6)Left side thermoplastic pipe sleeve and right side thermoplastic pipe sleeve are heated, make left side thermoplastic pipe sleeve and right side thermoplastic pipe sleeve respectively with Fiber-optic wire(2)Fitting.
8. according to the method described in claim 7, it is characterized in that:The step 3)In left side thermoplastic tube set is fixed When, further include in left side thermoplastic pipe sleeve and fiber-optic wire(2)Between fill colloid(6)The step of;In step 5)In to right side heat Further include in right side thermoplastic pipe sleeve and fiber-optic wire when modeling pipe sleeve is fixed(2)Between fill colloid(6)The step of.
9. according to the method described in claim 8, it is characterized in that:The colloid(6)In thermoplastic pipe sleeve(3)With fiber-optic wire (2)Interior longest distance is less than thermoplastic pipe sleeve(3)Length, in thermoplastic pipe sleeve(3)With fiber-optic wire(2)Between fill colloid (6)Part formed fixed section(8), in thermoplastic pipe sleeve(3)With fiber-optic wire(2)Between be not filled by colloid(6)Part formed Active segment(7);The quartz ampoule(4)In active segment(7)In with thermoplastic tube(3)It is nested.
CN201810065855.0A 2018-01-23 2018-01-23 A kind of FBG encapsulating structures that can monitor soil body micro-strain and packaging method Pending CN108413886A (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20190089181A (en) * 2016-11-30 2019-07-30 호팅거 발트빈 메스테흐닉 게엠베하 Welded FBG strain sensor device
CN111006607A (en) * 2019-12-31 2020-04-14 山东科技大学 Filling body transverse deformation on-line monitoring system based on fiber bragg grating sensing
CN111006605A (en) * 2019-12-31 2020-04-14 山东科技大学 Pre-buried type filling body transverse deformation measuring device based on fiber grating sensing
CN111006606A (en) * 2019-12-31 2020-04-14 山东科技大学 On-line monitoring system and monitoring method for deformation of filling body based on fiber bragg grating sensing
CN111044005A (en) * 2019-12-31 2020-04-21 山东科技大学 Pre-buried formula obturator lateral deformation measuring device
CN112344870A (en) * 2020-11-02 2021-02-09 武汉理工大学 High-temperature-resistant FBG strain sensor with temperature compensation and packaging method thereof

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001013334A (en) * 1999-06-29 2001-01-19 Showa Electric Wire & Cable Co Ltd Fiber type detecting element, its production and apparatus for production and sensor using the same
CN101324189A (en) * 2008-07-28 2008-12-17 西安石油大学 External pressure type temperature compensation high-temperature high-pressure optical fiber grating sensor
CN202599565U (en) * 2012-05-18 2012-12-12 南开大学 Nonmetal packaging fiber grating sensor
CN202757633U (en) * 2012-08-31 2013-02-27 武汉理工光科股份有限公司 Packaging structure for FBG sensor
CN104501734A (en) * 2014-12-24 2015-04-08 南京大学 Interfacial compatibility type distributed optical fiber strain sensor for rock-soil media
CN206321212U (en) * 2016-11-28 2017-07-11 武汉理工大学 A kind of embedded fiber grating strain monitoring sensor for concrete structure

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001013334A (en) * 1999-06-29 2001-01-19 Showa Electric Wire & Cable Co Ltd Fiber type detecting element, its production and apparatus for production and sensor using the same
CN101324189A (en) * 2008-07-28 2008-12-17 西安石油大学 External pressure type temperature compensation high-temperature high-pressure optical fiber grating sensor
CN202599565U (en) * 2012-05-18 2012-12-12 南开大学 Nonmetal packaging fiber grating sensor
CN202757633U (en) * 2012-08-31 2013-02-27 武汉理工光科股份有限公司 Packaging structure for FBG sensor
CN104501734A (en) * 2014-12-24 2015-04-08 南京大学 Interfacial compatibility type distributed optical fiber strain sensor for rock-soil media
CN206321212U (en) * 2016-11-28 2017-07-11 武汉理工大学 A kind of embedded fiber grating strain monitoring sensor for concrete structure

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20190089181A (en) * 2016-11-30 2019-07-30 호팅거 발트빈 메스테흐닉 게엠베하 Welded FBG strain sensor device
KR102185148B1 (en) 2016-11-30 2020-12-02 호팅거 발트빈 메스테흐닉 게엠베하 Welding type FBG strain sensor device
CN111006607A (en) * 2019-12-31 2020-04-14 山东科技大学 Filling body transverse deformation on-line monitoring system based on fiber bragg grating sensing
CN111006605A (en) * 2019-12-31 2020-04-14 山东科技大学 Pre-buried type filling body transverse deformation measuring device based on fiber grating sensing
CN111006606A (en) * 2019-12-31 2020-04-14 山东科技大学 On-line monitoring system and monitoring method for deformation of filling body based on fiber bragg grating sensing
CN111044005A (en) * 2019-12-31 2020-04-21 山东科技大学 Pre-buried formula obturator lateral deformation measuring device
CN111006606B (en) * 2019-12-31 2021-01-05 山东科技大学 On-line monitoring system and monitoring method for deformation of filling body based on fiber bragg grating sensing
CN111006607B (en) * 2019-12-31 2021-01-08 山东科技大学 Filling body transverse deformation on-line monitoring system based on fiber bragg grating sensing
CN111006605B (en) * 2019-12-31 2021-02-05 山东科技大学 Pre-buried type filling body transverse deformation measuring device based on fiber grating sensing
CN111044005B (en) * 2019-12-31 2021-02-05 山东科技大学 Pre-buried formula obturator lateral deformation measuring device
CN112344870A (en) * 2020-11-02 2021-02-09 武汉理工大学 High-temperature-resistant FBG strain sensor with temperature compensation and packaging method thereof

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Application publication date: 20180817