CN101293528A - Positioning and real time tracing system for temperature insensitive optical fiber optical grating stress sensing train - Google Patents
Positioning and real time tracing system for temperature insensitive optical fiber optical grating stress sensing train Download PDFInfo
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Abstract
The invention discloses a fibre grating stress sensing train positioning and real-time tracking system which is insensitive to temperature. The system of the invention is characterized in that a plurality of fibre grating stress sensors (A211...A21n)...(A211...A21n) with different central wavelengths are embedded just below one steel rail of each line of the railway with the interval of 100-500 meters. A broadband light source (A10) is connected with a fast optical switch (A20) and a first fibre grating stress sensor (A211...a2m1); a final fibre grating stress sensor (A21n...A2mn) is connected with an optical amplifier (A30), a wavelength-division element (A41), a high-speed optical switch (A42), an O/E converter (A43), a digital signal processing module (A44), a host computer (A45), as well as a server (A47) and a large screen (A46) which memorize three-dimensional electronic maps. The fibre grating stress sensing train positioning and real-time tracking system is suitable for the positioning and real-time tracking of the high-speed railway trains.
Description
Technical field
The present invention relates to temperature insensitive optical fiber optical grating stress sensing train location and real time tracing system, be applicable to fields such as ferry optics comunication, Fibre Optical Sensor, safe train operation and Traffic Information Engineering ﹠ Control technology, be specially adapted to High Speed Train Operation Control and train real-time tracing technical field.
Background technology
High speed railway is the requirement of social development to rapid transit, is again the main flow of countries in the world railway development, how to realize that the high speed train real-time tracing becomes more and more important to guarantee traffic safety, raising capacity.
Studied multiple different control system for the safety traffic that guarantees high speed train in the world.
The development of each country is not quite similar, it is as follows wherein to study the canonical system that maintains the leading position: the real-time tracing automation system (ASTREE) of SNCF's research, this is the system ensemble that is used for a kind of instruction, control and the communicating integral of Train Control and transportation administration.At present, this system is Success in Experiment, but this system transmissions is live video, and quantity of information is huge, and is very high to the requirement of communication system, the cost of whole system and safeguard very expensive.Japanology has been developed computing machine and radio assist train control system (CARAT), the auxiliary Train Control that realizes of utilization computing machine and radio, but this system has only realized the control of train speed, do not realize the train real-time tracing, because data transmission adopts leaky coaxial cable, transmission distance has been subjected to certain restriction simultaneously.Germany has just begun as far back as 1988 that the collection station is chain, train is followed the trail of automatically and guide passenger is the research of the train automatic controlling system (LZB) of one, but has not yet to see the report that relevant exploitation finishes; Sweden ABB AB has developed the automatic train protection system (ATP) that the coded message of utilizing wayside inductor to obtain realizes; but this system has just realized Automatic Train Operation Technology; do not accomplish real-time tracking, and can only be applicable to low-density driving system.
Aspect high-speed maglev train, the magnetic suspended railway of Japan has used the mode of cross-inductive coil to obtain the security information of train, this method precision height, real-time is better, but the cost of this method is very high to the accuracy requirement of each device in the train position detection system, thereby the complexity that has caused equipment, the cost of manufacturing, installation and maintenance is bigger.In addition, since the dimensional characteristic strictness of the preparation cross-notching of leaky cable, the transceiver more complicated, and causing communication system to drop into the construction cost at initial stage can be very big.
Germany's magnetic suspended railway adopts the mode of encoding board that train is tested the speed and locatees, and during train process encoding board, reads in coding by the mobile unit on the train, thereby determines the position of train.Between two encoding boards, then realize the calculating of relative start code Board position, and then obtain the running velocity of train by the pole span that detects the linear synchronous motor stator winding.But, because that this method needs to carry out between train and ground sensing apparatus signal is mutual, if side's inefficacy will exist control system can't in time obtain the problem of security information.
In addition, to the method that the high speed train running control system carries out data acquisition, also comprise RF identification mode, global positioning system of wayside inductor mode, microwave modulation license number RM, inductive coupling or the like.These modes have characteristics and application scenario separately respectively, but also exist many deficiencies, as integrity problem, anti-interference problem, cost problem and to adaptability problem of train speed etc.Particularly for magnetic suspension train, do not have wheel, do not contact with track during operation, modes such as the note axle of tradition wheel rail railway and track circuit are no longer available.The new data acquisition modes that therefore must research can satisfy the Development of High Speed Railway needs.
China at present the railway system to the monitoring of train status, mainly be by axle counting system, copy the license number system, the safe train operation monitor recording device waits and realizes.Because the restriction of engineering factor, this device fabrication cost is higher, cost an arm and a leg, and only finish rail vehicle identification at trunk railway traffic coverage, branch office's interface port, place, marshalling station gangway, need to reduce road speed this moment, then with the label information that identifies and supplementary by cable transmission to terminal process equipment and retrial final terminal, not only require very high to communication system, and the road speed when carrying out vehicle identification is about about 60km, can not realize the real-time tracing of high speed train state at all.
The research aspect of magnetic suspension train, China starts late, also never have the formation scale, technically do not obtain breakthrough with practicality yet, PVG demonstration line also mainly is the technical standard that adopts Germany, introduce some line facility and German engineering equipment, build with middle Fang Weizhu.And it obtains the key subsystem of train safe information, then all the time China is maintained secrecy.These factors have restricted the Chinese Railway magnetic suspension speed of development and process greatly.Therefore, at present the China Railway High-speed momentum of development presses for and is based on production domesticization and localization, develop and produce later-model, meet high speed train real-time tracing China's actual conditions and that have independent intellectual property right and driving integral control system.
Optical fiber grating is obtaining application more widely aspect the optical fiber sensing technologies such as temperature, pressure, pulling force.But the distributed fiber grating sensing that overcomes the temperature stress cross sensitivity realizes the method for train positioning and real-time tracing and does not see relevant report as yet.
Summary of the invention
In order to overcome the present railway system to the integrity problem of train status monitoring, anti-interference problem, cost problem and to the adaptability problem of train speed etc., the present invention proposes a kind of temperature insensitive optical fiber optical grating stress sensing train location and real time tracing system, the connection between each parts of its formation:
Under a rail of railway line bar circuit, bury the optical fiber optical grating stress sensor that centre wavelength has nothing in common with each other underground, the optical fiber optical grating stress sensor of each different centre wavelength is represented a geographic position; The upper surface of optical fiber optical grating stress sensor contacts with rail foot surface, and 100～500 meters at interval of two optical fiber optical grating stress sensors connect with optical fiber therebetween;
The wideband light source that is installed in the train originating station is connected with fast optical switch based, and the left port of the left circulator of first optical fiber optical grating stress sensor of burying underground below the mode that fast optical switch based adopts poll and the every circuit rail is connected;
The optical fiber optical grating stress sensor of under a rail of railway line bar circuit, burying underground, the right circulator right output port that is connected to an optical fiber optical grating stress sensor between adjacent two is connected with the left port of the left circulator of another optical fiber optical grating stress sensor;
The right output port of the right circulator of last optical fiber optical grating stress sensor that the rail below is buried underground is connected with image intensifer;
Image intensifer is connected with channel-splitting filter;
Channel-splitting filter is connected with high-speed optical switch;
High-speed optical switch is connected with the O/E changer;
The O/E changer is connected with digital signal processing module;
Digital signal processing module is connected with main frame;
Main frame is connected with giant-screen with the server that stores electronic three-dimensional map.
First optical fiber optical grating stress sensor that fast optical switch based adopts the mode of poll to be meant that fast optical switch based and article one circuit rail below are buried underground is connected or is connected with first optical fiber optical grating stress sensor of burying underground below the second circuit rail ... or be connected with first optical fiber optical grating stress sensor of burying underground below the m bar circuit rail.
Suppose the time t of train by optical fiber optical grating stress sensor n
nCan predict, the distance between the adjacent sensors is a definite value, represents with s.The initial velocity of train operation is V
0, acceleration/accel is a, train length is L, t
ImAnd t
InBe respectively the train time of advent of m and n sensor, t
OmAnd t
OnBe respectively the train time departure of m and n sensor.And:
t
m＝t
om-t
im，t
n＝t
on-t
in
Utilize the corresponding relation between speed, acceleration/accel and the transmission distance, can get:
Below two kinds of situations when occurring, showing has the compartment to disconnect the checking system auto alarm.A kind of situation is that the centre wavelength generation out-of-position number of times of a certain optical fiber optical grating stress sensor measuring optical fiber grating is different with other optical fiber optical grating stress sensor.This is that the centre wavelength of measuring optical fiber grating is offset because when train wheel presses sensor, and the out-of-position number of times is exactly the number of axle of train, and the number of axle that all optical fiber optical grating stress sensors are counted should be identical, as inequality, has illustrated that the compartment disconnects.Another kind of situation is after the foveal reflex wavelength of a certain optical fiber optical grating stress sensor measuring optical fiber grating changes, no longer to recover for a long time, shows on this sensor stressedly all the time, the phenomenon of derail then might occur.After the time surpasses the specific time upper limit, system alarm.
If train is arranged many times at whole scheduling interval, then can accurately judge the distance between the position at every time train place, the speed of advancing, acceleration/accel and train in the control center, realize that at last the real-time status of train shows.
Beneficial effect of the present invention is specific as follows:
A kind of temperature insensitive optical fiber optical grating stress sensing train location and real time tracing system have been proposed, the position data of train operation is by the optical fiber optical grating stress sensor perception that is deployed in the section, transmit real time information through optical fiber, further obtain train operation state, for controlling train operation efficiently and realizing that the real-time adjustment of its running state has great importance.Its maximum characteristics are the advantages that make full use of the optic fiber grating wavelength coding, the numerous optical fiber optical grating stress sensors of spaced set along the line with different centre wavelengths, when train through out-of-date, the effect that is under pressure on the sensor, the centre wavelength of grating is offset, and the out-of-position number of times is exactly the number of axle of train, the number of axle that all the sensors is counted should be identical, as inequality, illustrated that the compartment disconnects, this will be a kind of novel, cheapness and the very high axle counting system of sensitivity.Arrive the time gap of each optical fiber optical grating stress sensor from wheel, can calculate running velocity, the acceleration/accel of train, if train is arranged many times, then can accurately judge the distance between the position at every time train place, the speed of advancing, acceleration/accel and train in the control center at whole scheduling interval.This will be a kind of brand new train real time tracing system, and its observation process to train status is real-time fully, does not have error.
Distance is 100～500 meters between two optical fiber optical grating stress sensors, be equivalent to the block section of general track circuit has been shortened 10 times, can realize that the induction of train is not had error, and the fluctuation of light intensity does not influence the measurement of wavelength, improved accuracy of positioning, shorten the running interval time, enlarged the transport capacity of track traffic.Fiber optic price is very cheap, can reduce system cost greatly, and the optical fiber optical grating stress sensor that is adopted is not only simple in structure, and is with low cost, highly sensitive, and response is fast, temperature influence not, and be not subjected to electromagnetic interference, be most appropriate to electrified section and use.The run location of train is directly gathered by ground-surface control system, and does not need the participating in of electricity, magnetic machine on the train, does not also need the support of land mobile communication system, has improved the reliability of high speed train control system.Train operation state can rapidly, comprehensively be understood and control in the Train Dispatching center by native system, improves rate of traffic flow, reduces train operation accident, improves service quality, and reduces investment, creates bigger benefit.
Description of drawings
Fig. 1 temperature insensitive optical fiber optical grating stress sensing train location and real time tracing system scheme drawing.
Fig. 2 optical fiber optical grating stress sensor is installed in the scheme drawing of flange of rail face.
Temperature insensitive optical fiber optical grating stress sensing train location and the real time tracing system scheme drawing of Fig. 3 embodiment one.
Temperature insensitive optical fiber optical grating stress sensing train location and the real time tracing system scheme drawing of Fig. 4 embodiment two.
Fig. 5 temperature insensitive optical fiber optical grating stress sensing device scheme drawing.
Among the figure: left circulator 10, right circulator 70, slip cover 21, package bottom 22, reference optical fiber grating 31, first phosphor-copper bar 32, sensor construction main body 40, attaching parts 41, second phosphor-copper bar 42, attaching parts 50, measuring optical fiber grating 51, the 3rd phosphor-copper bar 52, the 4th phosphor-copper bar 60, rail C10, wideband light source A10, high-speed optical switch A20, optical fiber optical grating stress sensor A211......A21n, A221......A22n, ..., A2m1......A2mn, image intensifer A30, channel-splitting filter A41, high-speed optical switch A42, O/E changer A43, digital signal processing module A44, main frame A45, giant-screen A46, electronic three-dimensional map server A 47.
The specific embodiment
Below in conjunction with drawings and Examples the present invention is further described.
Embodiment one
The present invention proposes a kind of temperature insensitive optical fiber optical grating stress sensing train location and real time tracing system, and the connection between the parts of its formation is as follows, sees Fig. 3:
Under a rail C10 of a circuit of railway, bury optical fiber optical grating stress sensor A211......A21n underground, the centre wavelength of these optical fiber optical grating stress sensors has nothing in common with each other, the optical fiber optical grating stress sensor of each different centre wavelength is represented a geographic position, the upper surface 21 of optical fiber optical grating stress sensor contacts with rail foot surface, 100 meters at interval of two optical fiber optical grating stress sensors, the right output port 73 that is connected to one right circulator 70 between adjacent two is connected with the left port 11 usefulness optical fiber of another left circulator 10;
The left port 11 of the left circulator 10 of first optical fiber optical grating stress sensor A211 that the wideband light source A10 that is installed in the train originating station and rail below are buried underground is connected;
The right output port 73 of the right circulator 70 of last optical fiber optical grating stress sensor A21n that the rail below is buried underground is connected with the image intensifer A30 of amplification range 1200nm～1600nm;
Image intensifer A30 is connected with channel-splitting filter A41;
Channel-splitting filter A41 is connected with high-speed optical switch A42;
High-speed optical switch A42 is connected with O/E changer A43;
O/E changer A43 is connected with digital information processing system A44;
Digital information processing system A44 is connected with main frame A45;
Main frame A45 is connected with giant-screen A46 with the server A 47 that stores electronic three-dimensional map.
Wideband light source A10 selects erbium-doped fiber amplifier, and its spontaneous emission spectrum is as the wideband light source signal.
Embodiment two
A kind of temperature insensitive optical fiber optical grating stress sensing train location and real time tracing system that the present invention proposes, the connection between the parts of its formation is as follows, sees Fig. 4:
Under each rail C10 on railway two-lines road, bury optical fiber optical grating stress sensor A211......A21n and optical fiber optical grating stress sensor A221......A22n underground, the centre wavelength of these optical fiber optical grating stress sensors has nothing in common with each other, the optical fiber optical grating stress sensor of each wavelength is represented a geographic position, the upper surface 21 of optical fiber optical grating stress sensor contacts with rail foot surface, 500 meters at interval of two optical fiber optical grating stress sensors, the right output port 73 that is connected to one right circulator 70 between adjacent two is connected with the left port 11 usefulness optical fiber of another left circulator 10;
The wideband light source A10 that is installed in the train originating station is connected with high-speed optical switch A20, and high-speed optical switch then adopts polling mode, and first optical fiber optical grating stress sensor A211 or the A221 that bury underground with the rail below are connected;
Article two, last the optical fiber optical grating stress sensor A21n that buries underground under the railway line is connected with the image intensifer A30 of amplification range 1400nm～1800nm with A22n; The selection foundation that image intensifer amplifies range of wavelength is that the optical signal amplifying that it produced covers the operating wavelength of all optical fiber optical grating stress sensors on a large scale.
Image intensifer A30 and channel-splitting filter A41, high-speed optical switch A42, O/E changer A43, digital signal processing module A44, the server A 47 that stores electronic three-dimensional map are connected identical with embodiment one with giant-screen A46.
Wideband light source A10 selects LED.
When train process optical fiber optical grating stress sensor, 40 compressions of sensor construction main body, make second phosphor-copper bar 42 produce downward power, this power makes that by attaching parts 41 the 3rd phosphor-copper bar 52 stretched, cause measuring optical fiber grating 51 to produce strain, measuring optical fiber grating 51 is subjected to the effect of tension force, and centre wavelength moves to the long wavelength.
After train crosses, main structure body 40 recovery of elasticitys, the 3rd stretching action that phosphor-copper bar 52 is subjected to disappears, and the centre wavelength of measuring optical fiber grating 51 returns to initial condition rapidly.
The spectral characteristics of measuring optical fiber grating 51 and reference optical fiber grating 31 is in full accord, unstressedly on the grating 51 does the time spent when measuring, and measuring optical fiber grating 51 is consistent with the spectrum of reference optical fiber grating 31, detects largest light intensity at the 3rd port 73 of right circulator 70.
When on the measuring optical fiber grating 51 stress being arranged, the spectrum of measuring optical fiber grating 51 and reference optical fiber grating 31 float from, the 3rd port 73 detected light intensity of right circulator 70 die down.
Wavelength optical signals passes to command centre, along the line through the amplification of image intensifer A30 optical signal, after signal passes through channel-splitting filter A41 again, the signal of different wave length is separated, enter O/E changer A43 by high-speed optical switch A42, the optical signal of each wavelength is become electric signal, these different change in electric situations are amplified by digital signal processing module A44, enter main frame A45 after filtering and the decision process, main frame A45 and server A 47 swap datas that store electronic three-dimensional map, and accurately calculate the accurate position at each time train place in the control section, information such as speed and acceleration/accel shows at giant-screen A46 then.
Distance between two optical fiber optical grating stress sensors is 100～500 meters, be equivalent to the block section of general track circuit has been shortened 10 times, can realize that the induction of train is not had error, and the fluctuation of light intensity does not influence the measurement of wavelength, improved accuracy of positioning, shorten the running interval time, enlarged the transport capacity of track traffic.
Optical fiber optical grating stress sensor that the present invention adopts is an application number: 200810057474.4, and denomination of invention is the sensor described in " temperature insensitive optical fiber optical grating stress sensing device ".Its formation and being connected to:
The cross-sectional plane of sensor construction main body 40 is a square, uses the extraordinary phosphor-copper material of retractility to make, and its bottom is fixed on the package bottom 22, and the upper end exceeds 1cm than the packaging body degree of depth, adds on it to slide up and down to cover 21 carrying ambient pressures.
Selecting the extraordinary cross-sectional plane of DE is foursquare four phosphor-copper bars.
First phosphor-copper bar 32 and the 4th phosphor-copper bar 60, vertical fixing is on package bottom 22;
Second phosphor-copper bar 42 vertically is pasted on the sensor construction main body 40;
The two ends up and down of the 3rd phosphor-copper bar 52 are connected with the upper end of the 4th phosphor-copper bar 60 and the lower end of second phosphor-copper bar 42 respectively with 41 by attaching parts 50, perpendicular to package bottom 22;
Measuring optical fiber grating 51 vertically sticks on the 3rd phosphor-copper bar 52, and measuring optical fiber grating 51 1 ends are connected with second port 72 of right circulator 70, and the other end is unsettled, and measuring optical fiber grating 51 is a uniform fiber grating;
Reference optical fiber grating 31 vertically sticks on first phosphor-copper bar 32, and reference optical fiber grating 31 1 ends are connected with second port one 2 of left circulator 10, and the other end is unsettled; Reference optical fiber grating 31 is in full accord with measuring optical fiber grating 51 spectral characteristicss.
Change the centre wavelength of measuring optical fiber grating 51 and reference optical fiber grating 31, produce different centre wavelength optical fiber optical grating stress sensors.
The foveal reflex wavelength of used optical fiber grating has no particular limits, and selects Union Internationale des Telecommunications (ITU-T) setted wavelength the best.
All devices that the present invention uses are commercially available device.
Claims (3)
1. temperature insensitive optical fiber optical grating stress sensing train is located and real time tracing system, it is characterized in that the connection between each parts:
Under the rail (C10) of railway line bar circuit, bury optical fiber optical grating stress sensor (A211......A21n) underground, (A221......A22n), ..., (A2m1......A2mn), the centre wavelength of the optical fiber optical grating stress sensor of burying underground under every rail has nothing in common with each other, the optical fiber optical grating stress sensor of each different centre wavelength is represented a geographic position, the upper surface of optical fiber optical grating stress sensor (21) contacts with rail foot surface, 100～500 meters at interval of adjacent two optical fiber optical grating stress sensors, the right output port (73) that is connected to one right circulator (70) between adjacent two is connected with optical fiber with the left port (11) of another left circulator (10);
The wideband light source (A10) that is installed in the train originating station is connected with fast optical switch based (A20), and the left port (11) of the left circulator (10) of first optical fiber optical grating stress sensor (A211, A221......A2m1) of burying underground below the mode that fast optical switch based (A20) adopts poll and the every circuit rail is connected;
The right output port (73) of the right circulator (70) of last optical fiber optical grating stress sensor (A21n, A22n......A2mn) that the rail below is buried underground is connected with image intensifer (A30);
Image intensifer (A30) is connected with channel-splitting filter (A41);
Channel-splitting filter (A41) is connected with high-speed optical switch (A42);
High-speed optical switch (A42) is connected with O/E changer (A43);
O/E changer (A43) is connected with digital signal processing module (A44);
Digital signal processing module (A44) is connected with main frame (A45);
Main frame (A45) is connected with giant-screen (A46) with the server that stores electronic three-dimensional map (A47).
2. a kind of temperature insensitive optical fiber optical grating stress sensing train location according to claim 1 and real time tracing system, it is characterized in that, first optical fiber optical grating stress sensor (A211) that fast optical switch based (A20) adopts the mode of poll to be meant that fast optical switch based (A20) and article one circuit rail below are buried underground is connected or is connected with first optical fiber optical grating stress sensor (A221) of burying underground below the second circuit rail ... or be connected with first optical fiber optical grating stress sensor (A2m1) of burying underground below the m bar circuit rail.
3. a kind of temperature insensitive optical fiber optical grating stress sensing train location according to claim 1 and real time tracing system is characterized in that the wavelength amplification range of image intensifer (A30) is 1200～1800nm.
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| CN101920710A (en) * | 2010-07-28 | 2010-12-22 | 北京交通大学 | Analyzing method of main track trafficability of urban rail transit in moving block |
| CN102183374A (en) * | 2011-02-17 | 2011-09-14 | 武汉理工大学 | Optical fiber sensing automobile running deviation on-line automatic detection system |
| WO2014032390A1 (en) * | 2012-08-28 | 2014-03-06 | Jian Shuisheng | Safe driving method and safe driving system of train based on intelligent optical fiber sensing technology and e-shaped and reverse e-shaped leaky coaxial cables |
| CN106347416A (en) * | 2016-10-24 | 2017-01-25 | 南京派光信息技术有限公司 | Distributed optical fiber-based train compartment separation real-time early warning system and method |
| CN106382848A (en) * | 2016-11-30 | 2017-02-08 | 江苏科技大学 | Bullet velocity measurement device based on ultrahigh dynamic strainometer |
| CN106394612A (en) * | 2016-10-24 | 2017-02-15 | 南京派光信息技术有限公司 | Crossing train approaching real-time pre-warning system and method based on distributed optical fibers |
| CN110095057A (en) * | 2018-01-31 | 2019-08-06 | 株洲中车时代电气股份有限公司 | A kind of train pantograph method for detecting position, device, excessive phase method and system |
| CN111751570A (en) * | 2020-06-18 | 2020-10-09 | 武汉理工大学 | Array fiber grating sensing system and method for speed measurement and positioning of magnetic suspension train |
| CN112429040A (en) * | 2020-10-27 | 2021-03-02 | 衡阳市智谷科技发展有限公司 | Low-cost navigation positioning method for rail transit |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5330136A (en) * | 1992-09-25 | 1994-07-19 | Union Switch & Signal Inc. | Railway coded track circuit apparatus and method utilizing fiber optic sensing |
| DE19627343A1 (en) * | 1996-07-01 | 1998-01-08 | Siemens Ag | Device for self-locating a track-guided vehicle |
| CN1115274C (en) * | 1997-04-29 | 2003-07-23 | 王建民 | Tracing controller for high safety of trains |
| JP2005349892A (en) * | 2004-06-09 | 2005-12-22 | Oki Electric Ind Co Ltd | Intrusion sensing system, and intrusion sensing method |
| CN201034560Y (en) * | 2006-08-31 | 2008-03-12 | 上海森首光电科技有限公司 | Optical fiber pattern displacement sensor |
| CN100460827C (en) * | 2006-12-29 | 2009-02-11 | 北京交通大学 | Method for implementing train positioning and real-time tracking using coherence optical fibre raster set |
| CN100472578C (en) * | 2007-01-31 | 2009-03-25 | 包头奥普德电子科技有限公司 | Apparatus for automatically tracking automobile running orbit and its monitoring method |
| CN101159091B (en) * | 2007-10-15 | 2010-06-02 | 北京交通大学 | Train satellite positioning and message transmison system |
-
2008
- 2008-06-20 CN CNB200810115274XA patent/CN100567061C/en not_active Expired - Fee Related
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| CN101920710A (en) * | 2010-07-28 | 2010-12-22 | 北京交通大学 | Analyzing method of main track trafficability of urban rail transit in moving block |
| CN102183374A (en) * | 2011-02-17 | 2011-09-14 | 武汉理工大学 | Optical fiber sensing automobile running deviation on-line automatic detection system |
| WO2014032390A1 (en) * | 2012-08-28 | 2014-03-06 | Jian Shuisheng | Safe driving method and safe driving system of train based on intelligent optical fiber sensing technology and e-shaped and reverse e-shaped leaky coaxial cables |
| CN106347416A (en) * | 2016-10-24 | 2017-01-25 | 南京派光信息技术有限公司 | Distributed optical fiber-based train compartment separation real-time early warning system and method |
| CN106394612A (en) * | 2016-10-24 | 2017-02-15 | 南京派光信息技术有限公司 | Crossing train approaching real-time pre-warning system and method based on distributed optical fibers |
| CN106382848A (en) * | 2016-11-30 | 2017-02-08 | 江苏科技大学 | Bullet velocity measurement device based on ultrahigh dynamic strainometer |
| CN106382848B (en) * | 2016-11-30 | 2017-10-17 | 江苏科技大学 | A kind of bullet speed measuring device based on high dynamic strain indicator |
| CN110095057A (en) * | 2018-01-31 | 2019-08-06 | 株洲中车时代电气股份有限公司 | A kind of train pantograph method for detecting position, device, excessive phase method and system |
| CN111751570A (en) * | 2020-06-18 | 2020-10-09 | 武汉理工大学 | Array fiber grating sensing system and method for speed measurement and positioning of magnetic suspension train |
| CN112429040A (en) * | 2020-10-27 | 2021-03-02 | 衡阳市智谷科技发展有限公司 | Low-cost navigation positioning method for rail transit |
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