CN102278947A - Packaged FBG (Fiber Bragg Grating) sensor for strain and crack test of bituminous concrete road surface - Google Patents

Packaged FBG (Fiber Bragg Grating) sensor for strain and crack test of bituminous concrete road surface Download PDF

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Publication number
CN102278947A
CN102278947A CN2011101117362A CN201110111736A CN102278947A CN 102278947 A CN102278947 A CN 102278947A CN 2011101117362 A CN2011101117362 A CN 2011101117362A CN 201110111736 A CN201110111736 A CN 201110111736A CN 102278947 A CN102278947 A CN 102278947A
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bituminous concrete
fbgs
strain
sensor
pure
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CN102278947B (en
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赵拓
赵雪峰
王永成
陈俊东
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Dalian University of Technology
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Dalian University of Technology
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Abstract

The invention discloses a packaged FBG (Fiber Bragg Grating) sensor for strain and crack test of bituminous concrete road surface. The sensor comprises three spring FBGs, three pure FBGs, a prefabricated bituminous concrete packaging structure, six through grooves, a temperature sensing groove, a temperature sensor and an armored cable, wherein the three spring FBGs and the three pure FBGs are respectively embedded into the upper and lower layers of through grooves; then, one ends of the spring FBGs and one ends of the pure FBGs are fixedly connected with the bituminous concrete packaging structure by glue; the spring FBGs and the pure FBGs are applied with prestress, and then the other ends of the six groups of FBGs are fixedly connected; the temperature sensor is embedded into the temperature sensing region; and finally, the armored cable is connected with the six groups of educed FBGs and the temperature sensor. The sensor disclosed by the invention has the advantages of simple process, convenience for laying, high precision and large measuring range, can realize the monitoring of main stress direction and size of the bituminous concrete road surface, is suitable for inside change of the bituminous concrete rod surface in health monitoring of civil engineering structures and is also suitable for industrialization.

Description

The packaging FBG sensor that is used for bituminous concrete pavement strain, crackle test
Technical field
The present invention relates to a kind of packaging FBG sensor that is used for bituminous concrete pavement strain, crackle test, be exactly by strain sensing technology specifically, utilize the monitoring of two groups of strain rosettes realizations of the grating fibers composition that pure fiber grating reaches and Microspring is fixed bituminous concrete pavement principal direction of stress and size based on fiber grating (FBG).This sensor uses bituminous concrete that the grating fibers of inner difference in functionality is encapsulated, and realizes the protection to fiber grating.
Background technology
Only experienced the short more than ten years till now from the appearance of fiber grating, but because the series of advantages such as accurate durable of fiber grating makes it develop the focus point that becomes the human sciences field rapidly.Optical fiber has had influence on thousands upon thousands people's daily life in the utilization of the communications field, and fiber grating also shows it gradually and is widely used in the importance in monitoring field.
The imbedded fiber grating sensor is a kind of new strain sensor based on Fiber Bragg Grating technology, is widely used in the engineering monitoring field, has progressively replaced traditional foil gauge.But most of fiber-optic grating sensor applies to the stress state of xoncrete structures such as large bridge, dam, highway, tunnel, skyscraper is implemented monitoring, but seldom relates to for the monitoring of bituminous concrete pavement.Simultaneously, only fiber-optic grating sensor that is used to measure the bituminous concrete internal strain also exists following two kinds of problems:
(1) error that encapsulating material caused: because bare optical fibers and bare optical gratings is too very thin, very easily in the pavement construction process, damage when imbedding bituminous concrete pavement, therefore must encapsulate, be not subjected to extraneous infringement to protect it to fiber grating.Existing sensors adopts non-asphalt concrete materials such as compound substance, steel pipe, steel disc as encapsulating material more, because the elastic modulus and the bituminous concrete elastic modulus in the environment to be measured of this type of material are inconsistent, sensor can make the stress field and the strain field redistribution of its near zone, causes its strain result who records and actual value to exist than big-difference.
(2) restriction of measurement range of strain: because the tensile elongation restriction of fiber grating own, the existing fiber grating strain transducer can only be monitored the small strain in the asphalt concrete structure.But be subjected to the bigger asphalt concrete structure of extraneous load for road surface etc., innerly often produce very big strain, even crack, existing sensor can not satisfy monitoring requirements.
(3) restriction of monitoring deformation type: the existing fiber grating sensor can only be monitored the strain on a certain direction in the concrete, can't measure the size and the direction of principal strain in the concrete plane.
Summary of the invention
The invention provides a kind of can the strain of precise monitoring bituminous concrete pavement, the fiber-optic grating sensor of crackle.This sensor adopts the material bituminous concrete of the bituminous concrete pavement of monitoring own to encapsulate, utilize identical materials, overcome the influence of the different elastic modulus of different materials to monitoring result: sensor inner fiber grating adopts the triangle strain rosette to lay mode, in the diabolo strain rosette, the measurement of each strain can accurately monitor the principal direction of stress and the size of concrete plane.Grating is all worked under large-length in the sensor, and efficient working range increases, so can truly more objectively reflect material strain, overcomes accidentalia to monitoring the bigger influence that may cause; Sensor internal has been buried the spring grating strain floriation underground, has realized the effective monitoring to big strain, big crackle and even big crackle; The use in conjunction of the pure grating strain floriation of sensor internal, spring grating strain floriation, temperature sensing grating, both realized the complementary work of height precision, big small strain is effectively monitored, realized temperature compensation again, temperature is to the influence of measurement result when having solved measurement.
Technical scheme of the present invention is as follows:
This packaging FBG sensor that is used for the test of bituminous concrete pavement strain, crackle comprises three spring fiber gratings, three pure fiber gratings, prefabricated bituminous concrete encapsulating structure, six through slots, temperature-sensitive groove, temperature sensor and armouring optical cables.Prefabricated bituminous concrete mould has six through slots and a temperature-sensitive groove, and six through slots are divided into upper and lower two layers, each three of the upper and lower; Three spring fiber gratings that are in tensile state place three through slots on upper strata, form the spring grating strain floriation; Three pure fiber gratings place three through slots of lower floor, form pure grating strain floriation; Residing through slot two ends are fixed respectively with separately for the two ends of spring fiber grating, the two ends of pure fiber grating; Temperature sensor places the temperature-sensitive groove, and spring fiber grating, pure fiber grating and temperature sensor connect with the armouring optical cable draws.
The invention has the beneficial effects as follows that technology is simple, be suitable for industrialization production, with low cost; Can monitor the principal direction of stress and the size on bituminous concrete plane for a long time; The encapsulating material that sensor adopted is a bituminous concrete, the measuring accuracy height.
Description of drawings
Fig. 1 is prefabricated bituminous concrete encapsulating structure synoptic diagram.
Fig. 2 is the packaging FBG sensor construction synoptic diagram that is used for bituminous concrete pavement strain, crackle test.
Fig. 3 is packaging FBG sensors A of the present invention-A sectional view.
Fig. 4 is a packaging FBG sensor B-B sectional view of the present invention.
Among the figure: 1 spring fiber grating; 2 pure fiber gratings; 3 temperature sensors; 4 armouring optical cables; 5 prefabricated bituminous concrete encapsulating structures; 6 through slots; 7 temperature-sensitive grooves.
Embodiment
Be described in detail specific embodiments of the invention below in conjunction with technical scheme and accompanying drawing.
The fiber Bragg grating strain sensor structure, structure as shown in Figure 1, Figure 2, Figure 3 and Figure 4, this strain sensing comprises three spring fiber gratings 1, three pure fiber gratings 2, prefabricated bituminous concrete encapsulating structure 5, two through slots 6, temperature-sensitive groove 7, temperature sensor 3 and armouring optical cables 4.At first respectively three spring fiber gratings, three pure fiber gratings are imbedded up and down in the two-layer through slot, with glue that one end and the bituminous concrete encapsulating structure of living in of spring fiber grating, pure fiber grating is fixed afterwards, the back applies prestress to spring fiber grating, pure fiber grating, the other end of fixed again six groups of fiber gratings, then temperature sensor is imbedded in the temperature zone, connected six groups of fiber gratings and the temperature sensor draw with the armouring optical cable at last.

Claims (1)

1. packaging FBG sensor that is used for the test of bituminous concrete pavement strain, crackle, it is characterized in that this application bituminous concrete packaging FBG strain transducer comprises spring fiber grating (1), three pure fiber gratings (2), three prefabricated pitch bituminous concrete encapsulating structures (5), six through slots (6), temperature-sensitive groove (7), temperature sensor (3), armouring optical cable (4); Prefabricated bituminous concrete encapsulating structure has six through slots and a temperature-sensitive groove, and six through slots are divided into upper and lower two layers, each three of the upper and lower; Three spring fiber gratings that are in tensile state place three through slots on upper strata, form the spring grating strain floriation; Three pure fiber gratings place three through slots of lower floor, form pure grating strain floriation; Residing through slot two ends are fixed respectively with separately for the two ends of spring fiber grating, the two ends of pure fiber grating; Temperature sensor places the temperature-sensitive groove, and spring fiber grating, pure fiber grating and temperature sensor connect with the armouring optical cable draws.
CN 201110111736 2011-04-29 2011-04-29 Packaged FBG (Fiber Bragg Grating) sensor for strain and crack test of bituminous concrete road surface Expired - Fee Related CN102278947B (en)

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Cited By (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102636288A (en) * 2012-04-06 2012-08-15 南昌航空大学 Triangular encapsulation method of fiber grating sensor
CN102944613A (en) * 2012-11-16 2013-02-27 中国科学院半导体研究所 Detecting and positioning system for optical fiber acoustic emission
CN103808914A (en) * 2014-02-07 2014-05-21 中国民航大学 Airport asphalt concrete pavement performance acquisition system and control evaluation method
CN104020179A (en) * 2014-06-05 2014-09-03 河海大学常州校区 Corrugated pipe grouting compactness detecting device and method based on fiber bragg grating sensing technology
CN104677422A (en) * 2015-03-03 2015-06-03 哈尔滨理工大学 Method and equipment for performing multi-field test on sandy soil embankment in cold region by utilizing fiber Bragg grating
CN105067360A (en) * 2015-07-28 2015-11-18 中国运载火箭技术研究院 Composite material structure health monitoring system based on embedded optical fiber grating
CN105806523A (en) * 2016-03-18 2016-07-27 王永洪 Automatic collecting method for multifunctional-concrete-sample surface stress
CN105806524A (en) * 2016-03-18 2016-07-27 王永洪 Automated multifunctional concrete sample surface stress collecting device
CN105928644A (en) * 2016-06-29 2016-09-07 中交第二公路勘察设计研究院有限公司 Strain gauge for monitoring pavement structure
CN107478170A (en) * 2017-08-29 2017-12-15 北京航空航天大学 A kind of implementation method of fibre strain flower and smart coat integrated sensor
CN108801525A (en) * 2018-03-07 2018-11-13 中国电力科学研究院有限公司 Some stress state detectors of plane and detection method
CN109997012A (en) * 2016-11-30 2019-07-09 霍廷格·鲍德温测量技术有限责任公司 The FBG strain transducer device that can be welded
CN110382284A (en) * 2017-01-12 2019-10-25 伦敦大学城市学院 Optical monitoring system
CN111189405A (en) * 2020-01-13 2020-05-22 哈尔滨工业大学 Fiber grating string three-dimensional space strain sensor for road
CN111323152A (en) * 2020-03-20 2020-06-23 南京智慧基础设施技术研究院有限公司 Optical fiber sensing method for detecting stress change of concrete structure
CN112176906A (en) * 2020-09-10 2021-01-05 北京弋宸时代科技有限公司 Fixing device of pavement sensor
CN112747779A (en) * 2020-12-23 2021-05-04 武汉理工光科股份有限公司 Asphalt pavement intelligent monitoring system based on fiber bragg grating sensing
CN113124767A (en) * 2021-03-08 2021-07-16 上海同岩土木工程科技股份有限公司 Automatic monitoring device and monitoring method for long-distance settlement deformation of tunnel

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CN201053879Y (en) * 2007-07-19 2008-04-30 上海交通大学 Replaceable embedding type sensing device
CN201607299U (en) * 2009-12-28 2010-10-13 江苏通光光缆有限公司 Optical fiber sensor of precast concrete rod
CN202101648U (en) * 2011-04-29 2012-01-04 大连理工大学 Packaged FBG (fiber Bragg grating) sensor for testing of strain and crack of asphalt concrete pavement

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Publication number Priority date Publication date Assignee Title
CN2525505Y (en) * 2001-12-12 2002-12-11 重庆大学 Concrete structure buried optical fibre strain sensitive head
CN2527959Y (en) * 2002-02-15 2002-12-25 燕山大学 Fibre-optical strain sensor for embedded concrete structure
CN201053879Y (en) * 2007-07-19 2008-04-30 上海交通大学 Replaceable embedding type sensing device
CN201607299U (en) * 2009-12-28 2010-10-13 江苏通光光缆有限公司 Optical fiber sensor of precast concrete rod
CN202101648U (en) * 2011-04-29 2012-01-04 大连理工大学 Packaged FBG (fiber Bragg grating) sensor for testing of strain and crack of asphalt concrete pavement

Cited By (28)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102636288B (en) * 2012-04-06 2013-10-02 南昌航空大学 Triangular encapsulation method of fiber grating sensor
CN102636288A (en) * 2012-04-06 2012-08-15 南昌航空大学 Triangular encapsulation method of fiber grating sensor
CN102944613A (en) * 2012-11-16 2013-02-27 中国科学院半导体研究所 Detecting and positioning system for optical fiber acoustic emission
CN102944613B (en) * 2012-11-16 2015-04-01 中国科学院半导体研究所 Detecting and positioning system for optical fiber acoustic emission
CN103808914A (en) * 2014-02-07 2014-05-21 中国民航大学 Airport asphalt concrete pavement performance acquisition system and control evaluation method
CN103808914B (en) * 2014-02-07 2015-07-29 中国民航大学 A kind of airport asphalt concrete pavement performance acquisition system and control evaluation method
CN104020179A (en) * 2014-06-05 2014-09-03 河海大学常州校区 Corrugated pipe grouting compactness detecting device and method based on fiber bragg grating sensing technology
CN104677422B (en) * 2015-03-03 2017-08-29 中国地震局工程力学研究所 Many method of testings and equipment are carried out using the cold area's sandy soil embankment of fiber grating pair
CN104677422A (en) * 2015-03-03 2015-06-03 哈尔滨理工大学 Method and equipment for performing multi-field test on sandy soil embankment in cold region by utilizing fiber Bragg grating
CN105067360A (en) * 2015-07-28 2015-11-18 中国运载火箭技术研究院 Composite material structure health monitoring system based on embedded optical fiber grating
CN105806523B (en) * 2016-03-18 2018-06-29 王永洪 A kind of multifunctional concrete specimen surface stress automation collection method
CN105806524A (en) * 2016-03-18 2016-07-27 王永洪 Automated multifunctional concrete sample surface stress collecting device
CN105806523A (en) * 2016-03-18 2016-07-27 王永洪 Automatic collecting method for multifunctional-concrete-sample surface stress
CN105806524B (en) * 2016-03-18 2018-06-29 王永洪 A kind of multifunctional concrete specimen surface stress automation collection device
CN105928644B (en) * 2016-06-29 2018-07-31 中交第二公路勘察设计研究院有限公司 A kind of strain gauge for pavement structure monitoring
CN105928644A (en) * 2016-06-29 2016-09-07 中交第二公路勘察设计研究院有限公司 Strain gauge for monitoring pavement structure
CN109997012A (en) * 2016-11-30 2019-07-09 霍廷格·鲍德温测量技术有限责任公司 The FBG strain transducer device that can be welded
CN110382284A (en) * 2017-01-12 2019-10-25 伦敦大学城市学院 Optical monitoring system
CN107478170B (en) * 2017-08-29 2019-06-28 北京航空航天大学 A kind of colored implementation method with smart coat integrated sensor of fibre strain
CN107478170A (en) * 2017-08-29 2017-12-15 北京航空航天大学 A kind of implementation method of fibre strain flower and smart coat integrated sensor
CN108801525A (en) * 2018-03-07 2018-11-13 中国电力科学研究院有限公司 Some stress state detectors of plane and detection method
CN111189405A (en) * 2020-01-13 2020-05-22 哈尔滨工业大学 Fiber grating string three-dimensional space strain sensor for road
CN111323152A (en) * 2020-03-20 2020-06-23 南京智慧基础设施技术研究院有限公司 Optical fiber sensing method for detecting stress change of concrete structure
CN112176906A (en) * 2020-09-10 2021-01-05 北京弋宸时代科技有限公司 Fixing device of pavement sensor
CN112176906B (en) * 2020-09-10 2022-05-10 北京弋宸时代科技有限公司 Fixing device of pavement sensor
CN112747779A (en) * 2020-12-23 2021-05-04 武汉理工光科股份有限公司 Asphalt pavement intelligent monitoring system based on fiber bragg grating sensing
CN113124767A (en) * 2021-03-08 2021-07-16 上海同岩土木工程科技股份有限公司 Automatic monitoring device and monitoring method for long-distance settlement deformation of tunnel
CN113124767B (en) * 2021-03-08 2023-02-14 上海同岩土木工程科技股份有限公司 Automatic monitoring device and monitoring method for long-distance settlement deformation of tunnel

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