CN205665152U - Sensor of monitoring reinforcing bar corrosion state - Google Patents
Sensor of monitoring reinforcing bar corrosion state Download PDFInfo
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- CN205665152U CN205665152U CN201620564612.8U CN201620564612U CN205665152U CN 205665152 U CN205665152 U CN 205665152U CN 201620564612 U CN201620564612 U CN 201620564612U CN 205665152 U CN205665152 U CN 205665152U
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Abstract
The utility model discloses a sensor of monitoring reinforcing bar corrosion state belongs to structural engineering and optical fiber sensing technical field. It includes the long period fiber gratings sensing, and the long period fiber gratings sensing includes fiber grating section, optic fibre section and tail end section, still includes base, reinforcing bar and cement mortar, from left to right is fiber grating section, optic fibre section and tail end section in proper order, the fiber grating section be equipped with one deck fiber grating section metal film on the surface, the tail end section be equipped with one deck tail end section metal film on the surface, be equipped with one deck tail end section terminal surface metal film on the terminal surface of tail end section, reinforcing bar and long period fiber gratings sensing are all placed in the base, and the outside of base is one deck cement mortar. Fiber grating section metal film, tail end section metal film and tail end section terminal surface metal film are the palau membrane. The utility model discloses a single -ended reflective long period fiber gratings monitors the change of reinforcing bar surrounding environment through the refracting index, determines the state of reinforcing bar corrosion.
Description
Technical field
The present invention relates to Structural Engineering and technical field of optical fiber sensing, particularly relate to a kind of Corrosion Monitoring of Rebar state
Sensor.
Background technology
Nowadays, reinforced concrete structure has good durability by it, and application is more and more extensive, but when it works
Time in the environment that sea water etc. corrodes, the reinforcing bar in reinforced concrete structure can be caused to be easy to corrosion.Steel bar corrosion
Problem not only can bring immeasurable economic loss to society, causes the waste of resource material, also can drop to a certain extent
The service life of low reinforcing bar and carry loading capability, damages the structure of armored concrete, even influences whether personal safety.Institute
With, the problem about research steel bar corrosion has important theory significance and practical significance.At present, the method for monitoring steel bar corrosion
A lot, physical measure, electrochemical detection method, line fiber optical differential protection monitoring method these three can be probably divided into.Physical detection
Method and Electrochemical Detection use typically as periodic detection, and line fiber optical differential protection monitoring method can monitor reinforcing bar in real time
The state of corrosion, and indirect monitoring and directly monitoring can be divided into again.The indirect monitoring meaning is by around to steel bar corrosion
The monitoring of environment, thus infer the corrosion state of reinforcing bar；Directly monitoring is then by directly monitoring reinforcing bar itself or corrosion
The change of product etc. obtains the information of the corrosion degree of reinforcing bar.
Optical fiber grating sensing has higher sensitivity, and geometry has many adaptabilities, can make arbitrarily
The Fibre Optical Sensor of shape, can manufacture the device of the various different physical messages (sound, magnetic, temperature, rotation etc.) of sensing, it is also possible to
For high pressure, electrical noise, burn into or other adverse circumstances, and there is the inherent compatibility with fiber optic remote technology.Mesh
Front optical fiber grating sensing has started to be applied to concrete reinforcement corrosion monitoring field, this be increasingly becoming one increasingly allow research people
The problem that member pays close attention to.
In line fiber optical differential protection technology now, Li Jun et al. proposes a kind of new reinforcement corrosion fiber grating and passes
Sensor and temperature compensation, the strain of research and utilization Fiber Bragg Grating measurement reinforcing bar carrys out the state of Corrosion Monitoring of Rebar,
It is separately provided a rustless steel fiber-optic grating sensor simultaneously and measures the strain caused due to temperature, but be only used for reinforcing bar rust
The early monitoring of erosion；Liu Hongyue et al. utilizes the characteristic of the refractive index of LPFG sensitivity to carry out the journey of Corrosion Monitoring of Rebar
Degree and speed, find that LPFG is bigger than the scope that Fiber Bragg Grating detects, and sensitivity is the highest；Wang Yan et al.
Utilize the vibration of LPFG to the steel bar corrosion monitoring in xoncrete structure.But the long period more than used
Fiber grating is all transmission-type structure, and the instrument and equipment used is more, and cost is high, in actual monitoring process the most not side
Just, cause engineer applied the most extensive.
Chinese invention patent, Authorization Notice No.: CN 101042328 B, authorized announcement date 2010.10.06, relate to long week
The monitoring methods for reinforcement corrosion of phase fiber grating and sensor thereof, belong to Structural Engineering field and technical field of optical fiber sensing.Should
Invention is that a root length period optical fiber grating is placed in the position utilizing and against reinforcing bar straightly, is periodically observed long period light by spectrogrph
With this, the transmission spectrum change of fine grating, judges whether grating there occurs bending, and infers degree and the speed of reinforcement corrosion.This
The bright transmission spectrum by the LPFG to embedment is monitored, it is possible to achieve on the premise of not damaging concrete surface,
Reinforcement corrosion situation in reinforced concrete member under any environment is carried out long term monitoring, accurately determines and cause reinforcement corrosion
Degree and speed, be applied to durability detection and the assessment of reinforced concrete structure in Structural Engineering field.Its weak point exists
In: 1) this invention is the state of carrying out Corrosion Monitoring of Rebar of the vibration by grating, steel bar corrosion causes the micro-bend of grating
Being the early metaphase stage of steel bar corrosion, the commitment of steel bar corrosion cannot be monitored and early warning by the method in advance；2)
This invention needs to use wideband light source and spectrogrph this Large expensive equipment to carry out periodic monitoring, uses inconvenience, relatively costly.
Summary of the invention
1. invention to solve the technical problem that
For the problem present in the Corrosion Monitoring of Rebar of fiber-optic grating sensor in prior art, the present invention carries and has located one
Plant the sensor of Corrosion Monitoring of Rebar state.It overcomes LPFG to detect the difficulty of inconvenience during monitoring,
Improve the performance of LPFG monitoring further.
2. technical scheme
For solving the problems referred to above, the technical scheme that the present invention provides is:
The sensor of a kind of Corrosion Monitoring of Rebar state, senses including LPFG, and LPFG passes
Sense includes fiber grating section, fiber segment and tail end section, also includes pedestal, reinforcing bar and cement mortar, is from left to right followed successively by optical fiber
Grating section, fiber segment and tail end section, the surface of fiber grating section is provided with one layer of fiber grating section metal film, the surface of tail end section
Being provided with one layer of tail end section metal film, the end face of tail end section is provided with one layer of tail end section end plane metal film；Reinforcing bar and long period light
Fine grating sensing is both placed in pedestal, and the outside of pedestal is one layer of cement mortar.
Preferably, described fiber grating section metal film, tail end section metal film and tail end section end plane metal film are porpezite
Film.
Preferably, fiber grating section is followed successively by fiber grating section fibre core and fiber grating section metal film from the inside to the outside.
Preferably, tail end section is followed successively by tail end section fibre core and tail end section metal film from the inside to the outside, and the end face of tail end section has tail
End section end plane metal film.
Preferably, being provided with support in pedestal, LPFG sensing is placed on support, and two ends are fixed on pedestal
In.
Preferably, the thickness of fiber grating section metal film is 50-100nm, tail end section metal film, tail end section end plane metal film
Thickness be 700-1000nm.
Preferably, a length of 4-6cm of described fiber grating section, a length of 1-2cm of fiber segment, tail end section a length of
1-6cm。
The sensor manufacturing process of a kind of Corrosion Monitoring of Rebar state, the steps include:
A, the sensor of a kind of Corrosion Monitoring of Rebar state in accordance with the above, by an end-grain cutting of LPFG
Flat, form fiber grating section and fiber segment；
B, fiber grating intrasegmental part are fiber grating section fibre cores, plate one layer of fiber grating section metal at fiber grating section surface
Film, LPFG surface forms plasma resonance effect；
C, choosing plain cylindrical form single-mode fiber, the end face at this single-mode fiber plates one layer of tail end section end plane metal film, with
Forming high reflectance minute surface, at one layer of tail end section metal film of plated surface of this single-mode fiber, this single-mode fiber is tail end section；
D, by fiber segment and tail end section welding, form probe sensing arrangement, constitute LPFG sensing；
E, choose a reinforcing bar, reinforcing bar is placed in pedestal, at base internal filled phenolic resin, reinforcing bar is mixed simultaneously
Solidifying soil pores liquid penetrates in phenolic resin；
Being provided with support in F, pedestal, LPFG sensing is placed on support, and two ends are fixed in pedestal；
G, pedestal cement mortar pour.
Preferably, the two ends of LPFG sensing use epoxide-resin glue to be fixed.
The monitoring steel bar corrosion method of the sensor of a kind of Corrosion Monitoring of Rebar state, the steps include:
A, the sensor of a kind of Corrosion Monitoring of Rebar state in accordance with the above, the transmission that fiber grating section 1 is drawn
Cable is connected with fiber Bragg grating (FBG) demodulator, and the precision of fiber Bragg grating (FBG) demodulator is connected with the accuracy comparison of spectrogrph；
The light that B, fiber Bragg grating (FBG) demodulator channel interior send sequentially passes through fiber grating section, fiber segment and tail end section；
There is SPR effect in C, light in fiber grating section, arrives probe sensing end face by fiber segment；
D, light are reflected back from probe sensing end face, sequentially pass through tail end section, fiber segment and fiber grating section, occur
SPR effect, and with the light generation self-interference effect of fl transmission, return in fiber Bragg grating (FBG) demodulator passage；
Spectrum in optical transmission process is shown by E, fiber Bragg grating (FBG) demodulator；
F, the skew of the state of steel bar corrosion and the resonance peak wavelength of spectrum is connected, thus calculate steel in reality
The state of muscle corrosion.
3. beneficial effect
The technical scheme using the present invention to provide, compared with prior art, has the advantages that
(1) sensitivity of the LPFG refractive index of the present invention, it is possible to detect the change of reinforcing bar surrounding,
And the chlorine ion concentration in environment is the main cause affecting steel bar corrosion state, sensor of the invention is capable of detecting when reinforcing bar
Chlorine ion concentration in the environment, the skew of the resonance peak wavelength of spectrum reflect reinforcing bar chlorine ion concentration in the environment
Value, according to the relation between chlorine ion concentration and steel bar corrosion, and then from the skew of the resonance peak wavelength of spectrum, it is judged that reinforcing bar
The state of corrosion；
(2) present invention utilizes the water penetration of phenolic resin, it is ensured that the reinforcing bar in sensor and extraneous environment residing for reinforcing bar
Identical, the material of pedestal is rustless steel；Simple in construction, it is easy to operation, anti-vibration, shock resistance, solves LPFG
The problem monitoring inconvenience in actual use；
(3) present invention plates one layer of fiber grating section metal film at fiber grating section surface, and the end face in tail end section plates one layer
Tail end section end plane metal film, to form high reflectance minute surface, in one layer of tail end section metal film of plated surface of tail end section, the side of plated film
Method is: using filming equipment HUMMER ion film plating instrument, Coating Materials is porpezite, and the reason selecting porpezite is owing to it has height
Reflectance, the most oxidizable, thus improve the sensitivity of monitoring, easily with optical fiber adhesive bonding, the plated film time is 5min, plated film
Rear end face reflectance is up to 75%, and tail end section end plane metal film is as full wave end mirror, and fiber grating section arrives
There is a certain distance in the centre of tail end section end plane metal film, thus forms a kind of single-ended reflective LPFG；
(4) light that the present invention is sent by fiber Bragg grating (FBG) demodulator channel interior is after sensor of the invention, by instead
It is emitted back towards fiber Bragg grating (FBG) demodulator and shows spectrum, it is not necessary to using wideband light source and spectrogrph to measure, thus save into
This, it is simple to promote the use of in practice, and do not take more manpower；
(5) this fiber segment of the present invention and the structure of tail end section split so that tail end section can select to be had
The optical fiber of special nature, and in use, end is easily touched by the external world and is damaged, and segmentation structure is easily changed end
Portion's structure；
(6) light is reflected back from probe sensing end face, sequentially passes through tail end section, fiber segment and fiber grating section, occurs
SPR effect, and with the light generation self-interference effect of fl transmission, return in fiber Bragg grating (FBG) demodulator passage；Fl transmission
Light and the light generation self-interference effect of reverse transfer, make resonance peak bigger, serve the effect that signal amplifies, improve measurement
Precision and the sensitivity of detection.
Accompanying drawing explanation
Fig. 1 is the LPFG structural representation of the present invention；
Fig. 2 is the monitoring system diagram of application sensor of the invention；
Fig. 3 is sensor of the invention plan structure figure；
Fig. 4 is the side view of sensor of the invention；
Fig. 5 is cement mortar encapsulation figure.
Label title in figure:
1, fiber grating section；2, fiber segment；3, tail end section；4, fiber grating section fibre core；5, fiber segment fibre core；6, tail end section
Fibre core；61, probe sensing end face；7, fiber grating section metal film；8, tail end section metal film；9, tail end section end plane metal film；10、
Fiber Bragg grating (FBG) demodulator；11, LPFG sensing；111, support；12, pedestal；121, phenolic resin；13, reinforcing bar；
14, cement mortar.
Detailed description of the invention
For further appreciating that present disclosure, in conjunction with drawings and Examples, the present invention is described in detail.
Embodiment 1
In conjunction with Fig. 1-5, the sensor of a kind of Corrosion Monitoring of Rebar state, sense 11 including LPFG, long week
Phase optical fiber grating sensing 11 includes fiber grating section 1, fiber segment 2 and tail end section 3, also includes support 111, pedestal 12, reinforcing bar 13
With cement mortar 14, from left to right it is followed successively by fiber grating section 1, fiber segment 2 and tail end section 3, the surface of fiber grating section 1 sets
Having one layer of fiber grating section metal film 7, fiber grating section 1 is followed successively by fiber grating section fibre core 4 and fiber grating section from the inside to the outside
Metal film 7.The surface of tail end section 3 is provided with one layer of tail end section metal film 8, and the end face of tail end section 3 is provided with one layer of tail end Duan Duan
Face metal film 9；Tail end section 3 is followed successively by tail end section fibre core 6 and tail end section metal film 8 from the inside to the outside, and the end face of tail end section 3 has tail end
Section end plane metal film 9.Fiber grating section fibre core 4 and fiber segment fibre core 5 are overall fibre core, selection single-mode fiber；Tail end section is fine
Core 6 is also single-mode fiber.The a length of 4-6cm of fiber grating section 1, a length of 1-2cm of fiber segment 2, tail end section 3 a length of
1-6cm。
Fiber grating section metal film 7, tail end section metal film 8 and tail end section end plane metal film 9 are porpezite film, fiber grating
The thickness of section metal film 7 is 50-100nm, and tail end section metal film 8, the thickness of tail end section end plane metal film 9 are 700-
1000nm。
Reinforcing bar 13 is placed in pedestal 12, is provided with support 111 in pedestal 12, and LPFG sensing 11 is placed on props up
Frame 111, two ends are fixed in pedestal 12, and the outside of pedestal 12 is one layer of cement mortar 14, and the thickness of cement mortar 14 encapsulation is
15-30mm。
This fiber segment 2 of the present invention and the structure of tail end section 3 split so that tail end section 3 can select to be had
The optical fiber of special nature, such as bend insensitive fiber, ultra-low loss single-mode fiber etc., and in use, end is easily subject to
The external world touches and damages, and segmentation structure is easily changed end construction.
Embodiment 2
Identical with the sensing arrangement of embodiment 1, the processing technology of the sensor of a kind of Corrosion Monitoring of Rebar state, its step
For:
A, the sensor of a kind of Corrosion Monitoring of Rebar state in accordance with the above, by an end-grain cutting of LPFG
Flat, form fiber grating section 1 and fiber segment 2；
B, fiber grating section 1 are internal is fiber grating section fibre core 4, in one layer of fiber grating section of fiber grating section 1 plated surface
Metal film 7, LPFG surface forms plasma resonance effect；
C, choosing plain cylindrical form single-mode fiber, the end face at this single-mode fiber plates one layer of tail end section end plane metal film 9, with
Forming high reflectance minute surface, at one layer of tail end section metal film 8 of plated surface of this single-mode fiber, this single-mode fiber is tail end section 3；
D, by fiber segment 2 and tail end section 3 welding, form probe sensing arrangement, constitute LPFG sensing 11；
E, choose a reinforcing bar 13, reinforcing bar 13 is placed in pedestal 12, at the internal filled phenolic resin 121 of substrate 12,
Armored concrete hole liquid is penetrated in phenolic resin 121 simultaneously；
Being provided with support 111 in F, pedestal 12, LPFG sensing 11 is placed on support 111, and two ends are fixed on
In pedestal 12；The two ends of LPFG sensing 11 use epoxide-resin glue to be fixed；
G, pedestal 12 cement mortar 14 pour, and the thickness of cement mortar 14 encapsulation is 15-30mm, so enables to base
The environment at reinforcing bar 13 place in seat 12 is identical with pedestal 12 external environment condition, i.e. chlorine ion concentration is identical, if cement mortar 14
Encapsulate is the thickest, and pedestal 12 extraneous air can not enter, and the reinforcing bar of the chlorine ion concentration not building of the pedestal 12 detected is real
Environment residing for border, monitoring numerical error is relatively big, the most representative, without reference to meaning；If cement mortar 14 encapsulation
The thinnest, the effect of fixing support can not be played again, the structure member within pedestal 12 and pedestal 12 can not consolidate safety
Existence.
Embodiment 3
Similar with embodiment 1 and 2, the monitoring steel bar corrosion method of the sensor of a kind of Corrosion Monitoring of Rebar state, its step
Suddenly it is:
A, transmission cable fiber grating section 1 drawn are connected with fiber Bragg grating (FBG) demodulator 10, fiber Bragg grating (FBG) demodulator 10
Precision be connected with the accuracy comparison of spectrogrph；
The light that B, fiber Bragg grating (FBG) demodulator 10 channel interior send sequentially passes through fiber grating section 1, fiber segment 2 and tail end section
3,
There is SPR effect in C, light in fiber grating section 1, arrives probe sensing end face 61 by fiber segment 2；
D, light are reflected back from probe sensing end face 61, sequentially pass through tail end section 3, fiber segment 2 and fiber grating section 1,
There is SPR effect, and with the light generation self-interference effect of fl transmission, return in fiber Bragg grating (FBG) demodulator 10 passage；Forward direction
The light of transmission and the light generation self-interference effect of reverse transfer, this self-interference effect is the most particularly sensitive to ambient refractive index, with
The SPR effect of itself combines, it is possible to increases substantially the sensitivity of sensors towards ambient refractive index, i.e. improves detection sensitive
Degree.
Spectrum in optical transmission process is shown by E, fiber Bragg grating (FBG) demodulator 10；
F, the skew of the state of steel bar corrosion and the resonance peak wavelength of spectrum is connected, thus calculate steel in reality
The state of muscle corrosion.
For the xoncrete structure of China coast, Chloride Attack is cause Rust of Rebar in Concrete the most former
One of because of.Chloride ion invades concrete, causes concrete reinforcing steel to lose passivating film protection, is reinforcement in concrete generation corrosion
Prerequisite.Under chlorine corrosion environment, chloride ion from concrete outer surface to internal diffusion, when rebar surface chlorine ion concentration surpasses
Crossing certain content, reinforcing bar will start corrosion with fast speed, and this threshold value is referred to as criticality chlorine ion concentration.Therefore, if can be to steel
Around muscle, chlorine ion concentration is monitored, it is judged that whether it reaches criticality chlorine ion concentration, then be capable of the early stage to reinforcing bar
Corrosion monitoring.
Document Diamond S, chloride concentration in concrete pore solution
resulting from calcium and sodium chloride admixtures[M],cement concrete and
Aggregates, gives [Cl]/[OH of steel in different PH aqueous slkali in 1986-] marginal value, such as following table:
[Cl]/[OH of steel in the different PH aqueous slkali of table 1-] marginal value
Value in view of general concrete calcium hydroxide is 2750mol/m3, and dissolubility is 220mol/m3, i.e. [OH-] be
44mol/m3, being equal to 0.6 as taken [Cl]/[OH-], then corresponding chlorine ion concentration can be calculated as 26.4mol/m3, convert to obtain reinforcing bar
Chloride threshold concentration when starting corrosion is 0.9372*10-6kg/cm3.As can be seen here, chlorine ion concentration has with steel bar corrosion
Directly relation.
The sensitivity of the LPFG refractive index of the present invention, it is possible to detect the change of reinforcing bar surrounding, and
Chlorine ion concentration in environment is the main cause affecting steel bar corrosion state, and sensor of the invention is capable of detecting when reinforcing bar institute
Chlorine ion concentration in the environment, the skew of the resonance peak wavelength of spectrum reflect reinforcing bar chlorine ion concentration in the environment
Value, in accordance with the above, the relation between chlorine ion concentration and steel bar corrosion, and then from the skew of the resonance peak wavelength of spectrum,
Judge the state of steel bar corrosion.
The light that the present invention is sent by fiber Bragg grating (FBG) demodulator 10 channel interior, after sensor of the invention, is reflected
Back into optical fibers grating demodulation instrument 10 also shows spectrum, it is not necessary to uses wideband light source and spectrogrph to measure, thus saves into
This, it is simple to promote the use of in practice, and do not take more manpower.
Embodiment 4
The present embodiment is similar to Example 1, and difference is, utilizes the water penetration of phenolic resin 121, it is ensured that sensor
Interior reinforcing bar 13 is identical with the environment residing for extraneous reinforcing bar, and the material of pedestal 12 is rustless steel；Present configuration is simple, it is easy to behaviour
Make, anti-vibration, shock resistance, solve the problem that LPFG monitors inconvenience in actual use；
Metal film in LPFG 10 surface-coated is porpezite film, and porpezite film has high reflectance, is difficult to oxygen
Change, easily with optical fiber adhesive bonding.Armored concrete hole liquid is penetrated in phenolic resin 121, uses the side of temperature-compensating
Method, is gone quick, is efficiently separated chlorine ion concentration.
Use probe sensing end face 61 structure, in order to transmission-type LPFG is become reflective, support
111 is Y type, and material is rustless steel, and by welding by the way of be fixed on reinforcing bar 13, between two Y type supports 111 away from
From about 15cm.Support 111 is in same level, and with reinforcing bar 13 apart from about 4-6mm.The thickness of cement encapsulation is about
For 15-30mm.
Embodiment 5
A kind of sensor of Corrosion Monitoring of Rebar state, required material have wire stripper, optical fiber cutter, heat sealing machine,
Ethanol pump, Cotton Gossypii, epoxide-resin glue, phenolic resin 121, stainless steel material, LPFG, metal film, Y type support
111, cement mortar 14 etc..In conjunction with Fig. 1-5, it is below concrete steps:
1. choose the reinforcing bar 13 of an a diameter of 25mm, reinforcing bar 13 is placed according to Fig. 1.
2., at the internal filled phenolic resin 121 of rustless steel pedestal 12, armored concrete hole liquid is penetrated into phenolic aldehyde simultaneously
In resin 121, for simulating the environment at reinforcing bar 13 place.
3. with wire stripper, the protective layer of LPFG 10, coat and covering are removed, obtain the naked of 4-5cm
Optical fiber, with being stained with spirituous Cotton Gossypii, fibre core surface wipes is clean, then LPFG is placed on optical fiber cutter
Face cuts flat with end face, forms fiber grating section 1 and fiber segment 2.Then take one section of pure optical fiber, its end face is cut flat with, form tail end
Section 3, same clean by alcohol wipe, by optical fiber splicer by tail end section 3 welding at the end face of fiber segment 2, then at optical fiber
One layer of fiber grating section metal film 7 of grating section 1 plated surface, the end face in tail end section 3 plates one layer of tail end section end plane metal film 9, with
Forming high reflectance minute surface, at one layer of tail end section metal film 8 of plated surface of tail end section 3, the method for plated film is: use filming equipment
HUMMER ion film plating instrument, Coating Materials is porpezite, and the reason selecting porpezite is owing to it has high reflectance, the most oxidizable,
Thus improve the sensitivity of monitoring, easily with optical fiber adhesive bonding, the plated film time is 5min, plated film rear end face reflectance up to
75%, tail end section end plane metal film 9 is as full wave end mirror, and fiber grating section 1 is to tail end section end plane metal
There is a certain distance in the centre of film 9, thus forms a kind of single-ended reflective LPFG.
4. single-ended reflective LPFG is stretched, is placed on Y type support 111, LPFG this
One end epoxide-resin glue is fixed.
5. finally pour into a mould by cement mortar 14, the thickness about 15-30mm of cement encapsulation so that it is whole monitoring system antivibration
Dynamic, shock resistance, the reinforcing steel corrosion monitoring sensor of a kind of single-ended reflective LPFG completes.
6. the instrument of the monitoring of steel bar corrosion uses optical fiber grating sensing demodulator 10, selects Micronoptics
SM-125, thus carry out the state of Corrosion Monitoring of Rebar.
Embodiment 6
Single-ended reflection LPFG probe (Single Coating Long-period-fiber is discussed below
Grating, SCLPG) sensing principle.
The present embodiment is that the principle to all embodiments is discussed, single-ended reflection LPFG probe (Single
Coating Long-period-fiber grating, SCLPG) sensing principle:
The Mode Coupling of LPFG belongs to coupling between fibre core basic mode LP01 and the single order cladding mode LP0m of symport.By
Coupled mode theory understands, and the phase-matching condition of LPFG can be represented by formula:
It is respectively fiber core and the effective refractive index of the m time cladding mode.The effective refractive index of fibre core basic modeBy fiber core refractive index n1With cladding index n2Determine, and the effective refractive index of cladding mode and n1, n2While relevant, also with
Ambient refractive index nsurRelevant, when ambient refractive index change will cause the change of cladding mode effective refractive index, and then cause resonance wave
Long λLDrift.Therefore, the change of the resonance wavelength of LPFG ambient refractive index to external world is particularly sensitive, fixes a cycle
LPFG, has:
Meanwhile, along with ambient refractive index nsurChange, LPFG is in resonance wavelengthLAbsorbance T at place becomes the most accordingly
Change:
T=sin2(kL)
Wherein:For the coefficient of coup between fibre core basic mode and cladding mode, L is grating length.
I is the integration that intersects of basic mode and cladding mode in core region.Wherein: Ecore, EcladIt is respectively fibre core basic mode and covering
The electric field magnitude of mould, DncoFor the modulation rate of fibre core, a is fiber core radius.
As can be seen here, when LPFG is changed by extraneous refractive index, cladding mode effective refractive index will be causedChange
Change, thus make resonance wavelengthLDrift about, meanwhile,Change also change integration I value, thus cause the change of coefficient of coup k
Change, and then make resonance wavelengthLCorresponding absorbance changes, i.e. the whole transmission spectrum of LPFG changes.
The screen periods of LPFG is typically more than 100 μm, and it is based on meeting phase-matching condition in optical fiber
Pattern in the same direction between resonance coupling, be by coupling between guided mode and other forward direction guided modes or the forward radiation mould of fl transmission
Close, by the losing optically coupling to going in covering, therefore without retroreflection of certain frequency band in light wave.And when plating at grating end face
After the metal film that reflectance is high, the transmission light through LPFG will form single-ended reflection long period optical fiber at end face reflection originally
Raster probe.And experiments verify that, it has temperature, refractive index sensing characteristic equally.
When ambient refractive index is less than cladding mode refractive index about 1.458, resonance wavelength is along with the increase of ambient refractive index
Offseting to shortwave direction, when near cladding index, side-play amount significantly becomes big, and now the sensitivity of LPFG refractive index increases
Add；When ambient refractive index increases to equal to cladding index, now it is believed that cladding radius is infinitely great, coupling peak all disappears
Lose；And when ambient refractive index continues to increase to above cladding index, resonance wavelength occurs at initial position again, and along with
The continuation of refractive index increases, and resonance peak position is almost unchanged, but now stiffness of coupling reduces, and absorbance increases, the resonance peak degree of depth
Shoal.By experiment, when steel bar corrosion is more serious, rust water refractive index is 1.3536, still less than the refractive index of cladding mode
1.458, being i.e. still within can monitoring range.
Embodiment 7
The present embodiment is similar to Example 1, and wherein difference is, a length of 4cm of fiber grating section 1, fiber segment 2
A length of 1cm, a length of 1cm of tail end section 3；The thickness of fiber grating section metal film 7 is 50nm, tail end section metal film 8, tail
The thickness of end section end plane metal film 9 is 700nm；The thickness of cement mortar 14 encapsulation is 15mm.
Embodiment 8
The present embodiment is similar to Example 1, and wherein difference is, a length of 6cm of fiber grating section 1, fiber segment 2
A length of 2cm, a length of 6cm of tail end section 3；The thickness of fiber grating section metal film 7 is 100nm, tail end section metal film 8,
The thickness of tail end section end plane metal film 9 is 1000nm；The thickness of cement mortar 14 encapsulation is 30mm.
Embodiment 9
The present embodiment is similar to Example 1, and wherein difference is, a length of 5cm of fiber grating section 1, fiber segment 2
A length of 1.5cm, a length of 5cm of tail end section 3；The thickness of fiber grating section metal film 7 is 70nm, tail end section metal film 8,
The thickness of tail end section end plane metal film 9 is 900nm；The thickness of cement mortar 14 encapsulation is 28mm.
Schematically being described the present invention and embodiment thereof above, this description does not has restricted, institute in accompanying drawing
Show is also one of embodiments of the present invention, and actual structure is not limited thereto.So, if the common skill of this area
Art personnel enlightened by it, in the case of without departing from the invention objective, designs and this technical scheme without creative
Similar frame mode and embodiment, all should belong to protection scope of the present invention.
Claims (7)
1. a sensor for Corrosion Monitoring of Rebar state, senses (11) including LPFG, it is characterised in that long week
Phase optical fiber grating sensing (11) includes fiber grating section (1), fiber segment (2) and tail end section (3), also includes pedestal (12), reinforcing bar
(13) and cement mortar (14), fiber grating section (1), fiber segment (2) and tail end section (3), fiber grating from left to right it are followed successively by
The surface of section (1) is provided with one layer of fiber grating section metal film (7), and the surface of tail end section (3) is provided with one layer of tail end section metal
Film (8), the end face of tail end section (3) is provided with one layer of tail end section end plane metal film (9)；Reinforcing bar (13) and LPFG pass
Sense (11) is both placed in pedestal (12), and the outside of pedestal (12) is one layer of cement mortar (14).
The sensor of a kind of Corrosion Monitoring of Rebar state the most according to claim 1, it is characterised in that described optical fiber light
Grid section metal film (7), tail end section metal film (8) and tail end section end plane metal film (9) are porpezite film.
The sensor of a kind of Corrosion Monitoring of Rebar state the most according to claim 1, it is characterised in that fiber grating section
(1) fiber grating section fibre core (4) and fiber grating section metal film (7) it are followed successively by from the inside to the outside.
The sensor of a kind of Corrosion Monitoring of Rebar state the most according to claim 2, it is characterised in that tail end section (3) by
Interior to being followed successively by outward tail end section fibre core (6) and tail end section metal film (8), the end face of tail end section (3) has tail end section end plane metal film
(9)。
The sensor of a kind of Corrosion Monitoring of Rebar state the most according to claim 3, it is characterised in that pedestal sets in (12)
Having support (111), LPFG sensing (11) to be placed on support (111), two ends are fixed in pedestal (12).
The sensor of a kind of Corrosion Monitoring of Rebar state the most according to claim 2, it is characterised in that fiber grating Duan Jin
The thickness belonging to film (7) is 50-100nm, and tail end section metal film (8), the thickness of tail end section end plane metal film (9) are 700-
1000nm。
The sensor of a kind of Corrosion Monitoring of Rebar state the most according to claim 3, it is characterised in that described fiber grating
The a length of 4-6cm, a length of 1-2cm of fiber segment (2), a length of 1-6cm of tail end section (3) of section (1).
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| CN201620564612.8U CN205665152U (en) | 2016-06-03 | 2016-06-03 | Sensor of monitoring reinforcing bar corrosion state |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105842148A (en) * | 2016-06-03 | 2016-08-10 | 安徽工业大学 | Sensor for monitoring corrosion state of reinforcing steel bars, production process of sensor and monitoring method for corrosion of reinforcing steel bars |
| CN110749538A (en) * | 2019-10-30 | 2020-02-04 | 武汉理工大学 | Multi-core fiber grating metal corrosion sensing monitoring method and device |
| CN110823113A (en) * | 2019-12-19 | 2020-02-21 | 大连理工大学 | Long-term steel bar corrosion monitoring sensor based on long-period fiber grating sleeve structure |
-
2016
- 2016-06-03 CN CN201620564612.8U patent/CN205665152U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105842148A (en) * | 2016-06-03 | 2016-08-10 | 安徽工业大学 | Sensor for monitoring corrosion state of reinforcing steel bars, production process of sensor and monitoring method for corrosion of reinforcing steel bars |
| CN105842148B (en) * | 2016-06-03 | 2019-02-26 | 安徽工业大学 | The sensor and its manufacture craft and monitoring steel bar corrosion method of a kind of Corrosion Monitoring of Rebar state |
| CN110749538A (en) * | 2019-10-30 | 2020-02-04 | 武汉理工大学 | Multi-core fiber grating metal corrosion sensing monitoring method and device |
| CN110749538B (en) * | 2019-10-30 | 2022-06-17 | 武汉理工大学 | Multi-core fiber grating metal corrosion sensing monitoring method and device |
| CN110823113A (en) * | 2019-12-19 | 2020-02-21 | 大连理工大学 | Long-term steel bar corrosion monitoring sensor based on long-period fiber grating sleeve structure |
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