CA3201548A1 - Track condition monitoring device, track condition monitoring system and track condition monitoring method - Google Patents
Track condition monitoring device, track condition monitoring system and track condition monitoring method Download PDFInfo
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- CA3201548A1 CA3201548A1 CA3201548A CA3201548A CA3201548A1 CA 3201548 A1 CA3201548 A1 CA 3201548A1 CA 3201548 A CA3201548 A CA 3201548A CA 3201548 A CA3201548 A CA 3201548A CA 3201548 A1 CA3201548 A1 CA 3201548A1
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- track
- displacement
- condition monitoring
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61K—AUXILIARY EQUIPMENT SPECIALLY ADAPTED FOR RAILWAYS, NOT OTHERWISE PROVIDED FOR
- B61K9/00—Railway vehicle profile gauges; Detecting or indicating overheating of components; Apparatus on locomotives or cars to indicate bad track sections; General design of track recording vehicles
- B61K9/08—Measuring installations for surveying permanent way
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B35/00—Applications of measuring apparatus or devices for track-building purposes
- E01B35/06—Applications of measuring apparatus or devices for track-building purposes for measuring irregularities in longitudinal direction
- E01B35/08—Applications of measuring apparatus or devices for track-building purposes for measuring irregularities in longitudinal direction for levelling
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Train Traffic Observation, Control, And Security (AREA)
- Length Measuring Devices With Unspecified Measuring Means (AREA)
Abstract
Description
TITLE: TRACK CONDITION MONITORING DEVICE, TRACK CONDITION
MONITORING SYSTEM AND TRACK CONDITION MONITORING METHOD
TECHNICAL FIELD
[0001] The present disclosure relates to a technique for monitoring a state of a track.
BACKGROUND ART
and Hansmann, F. This study has been published in a concurrent session in a meeting by International Heavy Haul Association started from September 4, 2017 in Cape Town in South Africa.
PRIOR ART DOCUMENTS
PATENT DOCUMENT(S)
PROBLEM TO BE SOLVED BY THE INVENTION
When the track displacement proceeds, a maintenance operation of the track is performed as necessary. Thus, evaluation of a track condition by an appropriate index value is required.
MEANS TO SOLVE THE PROBLEM
and a track displacement position acquisition unit provided to the railroad car, and acquiring a displacement position of the track caused by the track displacement.
and (b) calculating a value corresponding to a length of the track caused by the track displacement in an evaluation section as at least one index value indicating a state of a track based on the track displacement data.
EFFECTS OF THE INVENTION
BRIEF DESCRIPTION OF DRAWINGS
[Fig. 2] An explanation diagram illustrating an example of a proceeding state of a displacement of a track.
[Fig. 3] A block diagram illustrating an example of a position-related information acquisition unit and a track displacement position acquisition unit.
[Fig. 4] A flow chart illustrating a processing example of a processing unit in the track condition monitoring device.
[Fig. 5] A diagram illustrating an example of a waveform based on track displacement data.
[Fig. 6] A diagram illustrating an example of a change in an index value with respect to an elapsed time.
[Fig. 7] A diagram illustrating an example of a change in a standard deviation with respect to an elapsed time.
[Fig. 8] A diagram illustrating an example of a change in a fractal dimension with respect to an elapsed time.
[Fig. 9] A flow chart illustrating a processing example of the processing unit according to a modification example.
[Fig. 10] A diagram illustrating an example of a change in an index value with respect to a time including a future.
[Fig. 11] A diagram illustrating an example of a track condition display image.
[Fig. 12] A diagram illustrating another example of the track condition display image.
DESCRIPTION OF EMBODIMENT(S)
Fig. 1 is an explanation diagram illustrating an overall configuration of a track condition monitoring system 30.
The bogies 24 run on the track 10, so that the railroad car 20 including the body 22 runs along the track 10. The railroad car 20 may be any of an electric train, a locomotive and a freight car of a freight train, and a locomotive and a passenger car of a passenger train as long as it runs on the track 10. The freight train or the passenger train may be a trailing car towed by the locomotive, or may be a motive power car having its motive power. The locomotive may be an electric locomotive, or may be an internal combustion locomotive, such as a diesel locomotive. The railroad car 20 may be a commercial car for transporting a human or a baggage, or may also be a business car for monitoring a track condition.
Thus, it is desired that a limited number of cars is efficiently operated.
When a long-term transition of the track condition can be predicted with accuracy as high as possible while accurately grasping the track condition, planning of a track maintenance plan of the track can be efficiently performed. The index value expressing the track condition is hardly varied in each measurement by the track condition monitoring device, a track condition monitoring system, and a track condition monitoring method described in the present 10 embodiment, and the track condition can be accurately grasped.
The position-related information acquisition unit 32 and the track displacement position acquisition unit 40 are communicably connected to the track condition monitoring device 50 via a communication network 16. Accordingly, an acquisition result by the position-related information acquisition unit 32 and an acquisition result by the track displacement position acquisition unit 40 are transmitted to the track condition monitoring device 50 via the communication network 16. The communication network 16 may be a wired or wireless communication network, and may be a combination of the wired and wireless communication networks. The communication network 16 may be a public communication network or a communication network using a dedicated line.
receiving unit or a position in the longitudinal direction of the track 10 based on the latitude-longitude information.
The displacement of a portion to be detected in the track 10 may be acquired based on anteroposterior portions of the portion to be detected. For example, the displacement of the track 10 may be measured by a versine method (for example, 10 m-chord versine method) or an inertial mid-chord offset method (described hereinafter).
3.
The movement of the railroad car 20 in a ground space where the railroad car 20 is located is calculated by the output from the gyro sensor 42, and the position of the railroad car 20 in the ground space can be thereby estimated.
A shape measurement device by an optical cutting method may be used as the track relative position measurement unit, for example. The shape measurement device using the optical cutting method is a device irradiating the rail 12 with a slit light source, taking an image including a slit light in the image, and calculating a coordinate position of the surface of the rail 12 based on the position of the slit in the taken image.
The processor 52 may perform processing according to a modification example described hereinafter.
The storage device 56 is made up of a non-volatile storage device such as a hard disk drive (HDD) and a solid-state drive (SSD). The storage device 56 stores a program 56a, collection data 56b, track displacement data 56c, and index data 56d.
The number of the processors 52 may be one, or the plurality of processors 52 are also applicable. The processors 52 may be incorporated into one computer. It is also applicable that the processors 52 are incorporated into computers, and the computers separately perform processing as the processing units calculating the evaluation value. The collection data 56b is data corresponding to the track 10 be evaluated in the collection data 19a stored in the data server 18. The track displacement data 56c is data in which data of the track position caused by the displacement of the track 10 is associated with data of the position of the track 10 in the longitudinal direction, and is acquired based on the collection data 19a. The index data 56d is data in which an index value for each evaluation target section in the track 10 to be evaluated is associated, and can be generated based on the track displacement data 56c.
In the inertial mid-chord offset method, the position of the railroad car 20 in the ground space is calculated based on the angular speed and acceleration data of the railroad car 20 in accordance with principle of inertia. The longitudinal level position of the track 10 in the ground space is calculated based on the position of the railroad car 20 in the calculated ground space and the longitudinal level position data of the track 10 with respect to the detected railroad car 20. Calculated is a value indicating the longitudinal level displacement of the track 10 corresponding to the versine method (for example, 10 m-chord versine method) from the longitudinal level position of the track 10 in the calculated ground space.
When there is the other collection data 19a (acquisition data 27) regarding the track 10 to be evaluated, the track displacement data 56c is generated in the similar manner based on the other collection data 19a (acquisition data 27). The generated track displacement data 56c is stored in the storage device 56. Thus, the plural pieces of track displacement data 56c based on the plural pieces of collection data 19a each acquired in different times may be stored in the storage device 56 in some cases.
signal as the position data, processing of specifying the position of the track 10 in the longitudinal direction in each sampling timing may be performed based on the latitude-longitude data and preset route data of the track 10.
That is to say, the track 10 to be evaluated is divided at certain intervals (for example, 100 m) appropriate to manage the maintenance and managed for each of the plurality of evaluation target sections. In Step S3, one piece of data in the plurality of evaluation target sections is extracted. That is to say, data corresponding to the evaluation target section in the track displacement data 56c is extracted. This data may be expressed by a data column in which a position coordinate of the track 10 in the longitudinal direction and a longitudinal level displacement coordinate of the track 10 are grouped. The data may be expressed as {(xo, yo), (xi, yi), = = = , (xn, yn)} , for example. The extraction data regarding one evaluation target section may include plural pieces of data based on the acquisition data 27 acquired in a different time. The evaluation target sections may be set as sections mutually excluded in the track 10, or may also be set as sections partially overlapped with each other.
The evaluation target sections may be section having the same length or a length different from each other. The evaluation target sections are described based on an assumption that they are set as sections having the same length mutually excluded in the track 10.
For example, in a case where the track 10 forms an ideal straight line at a time Ti in the example illustrated in Fig. 2, when irregularity of the track 10 proceeds at a time T2, the length of the track 10 increases, and when irregularity of the track 10 further proceeds at a time T3, the length of the track 10 increases. The length of the track 10 depends on not only a size of concave or convex of the track 10 but also a repetition period of concave and convex. That is to say, the length of the track 10 is large when the size of concave or convex of the track 10 is large, and is large when the repetition period of convex and concave is short. Shaking of the railroad car 20 increases in any of the case where the size of concave or convex of the track 10 increases and the case where the repetition period of concave and convex decreases. Thus, the value corresponding to the length of the track caused by the displacement of the track 10 in the evaluation target section is appropriate 5 as the evaluation value for considering necessity of the maintenance of the track 10. Such a value corresponding to the length of the track 10 may be considered as a value that a positive or negative correlative relationship is established so that the value increases or decreases when the length thereof increases.
n L = E V (XiXi-/)2+611-Yi-/)2 1=1 The waveform length L may be obtained as an approximated value.
When there is the other evaluation target section which has not been evaluated, the processing returns to Step S3, and the processing subsequent to Step S3 is executed for the other evaluation target section. The processing from 5tep53 to Step S6 is repeated on the plurality of evaluation target sections until the evaluation is finished. Accordingly, the index value is calculated for each of the plurality of evaluation target sections included in the track 10 to be evaluated.
The track condition may be a current state, or may also be a predicted future state. The track condition display image 59A may include an image 59A1 indicating a change of the index value with respect to an elapsed time. More specifically, displayed is the image 59A1 in which a plurality of index values of each of the times are plotted in a graph having a lateral axis indicating an elapsed time (the date in Fig. 6) with respect to a reference time of predetermined processing and a vertical axis indicating the evaluation value (in Fig. 6, the evaluation value is normalized to set a maximum value to 1). In Fig. 6, the evaluation value for the right and left rails 12 is displayed, thus the index values are separated into upper and lower groups. The index values gradually increases with time in each of the right and left rails 12. The maintenance operation is performed on the track 10, thus the index value temporarily decreases, but gradually increases again with time.
The standard deviation and the fractal dimension are normalized in Fig. 7 and Fig. 8.
"Normalization" herein indicates that the index value of the data acquisition period is normalized so that a maximum value thereof is set to 1 and a minimum value thereof is set to 0 without consideration of the left rail and the right rail. It is understood from any of Fig. 6 to Fig. 8 that the index value gradually increases with time. However, it is understood that the variation of the index value in Fig. 6 is clearly smaller than that of the standard deviation in Fig. 7 and that of the fractal dimension in Fig. 8.
Thus, it is understood that the index value corresponding to the length of the track 10 caused by the displacement of the track 10 in the evaluation target section is hardly varied, and is appropriate to appropriately evaluate the track condition caused by the displacement of the track 10.
described above may be calculated by integration of subsequent Expression 2.
x2+Ay2_ X = X 1+ Y2 X
X
= x [ 1+ x _Ay2 2x In Expression 2, x is a distance between adjacent samples, and Ay is a different of the longitudinal level displacement between adjacent samples. Approximation in Fig. 2 is based on a relationship of subsequent Expression 3. That is to say, generally in the track displacement data 56c, Ay is several mm at most, and x is a value clearly larger than Ay (for example, 25 cm). Thus, a relationship of subsequent Expression 3 is established.
Ay x It is sufficient that the index value is a value corresponding to the length of the track 10 caused by the displacement of the track 10 in the evaluation target section. Thus, it is not necessary for the processing of calculating the index value to include the processing of acquiring the waveform length itself of the displacement of the track 10.
The necessity of consideration of the maintenance is determined by comparing the calculated index value with a preset reference value. For example, it is indicated that as the index value increases, the track displacement increases, thus it is also applicable that the index value and the preset reference value are compared, and when the index value exceeds the reference value or is equal to or larger than the reference value, it is determined that consideration of maintenance is necessary. The plurality of reference values may be set in accordance with a degree of necessity of consideration of the maintenance. It is also applicable that when the index value exceeds a first reference value or is equal or larger than the first reference value, consideration of the maintenance is lightly prompted, and when the index value exceeds a second reference value larger than the first reference value or is equal to or larger than the second reference value, consideration of the maintenance is strongly prompted.
The approximated line f may be obtained by a least-squares method, for example.
The index value in the future can be predicated by the approximated line f.
For example, it is assumed that the first reference value and the second reference value are previously set (refer to Fig. 10). Then, when the index value predicted by the approximated line f is equal to or larger the first reference value, a maintenance suggestion (level 1) is determined. When the index value predicted by the approximated line f is equal to or larger the second reference value, a maintenance suggestion (level 2) prompting a stronger consideration than the maintenance suggestion (level 1) is determined. A time at which the approximated line f and a straight line indicating the first reference value intersect with each other is a prediction time as the maintenance suggestion (level 1), and a time at which the approximated line f and a straight line indicating the second reference value intersect with each other is a prediction time as the maintenance suggestion (level 2).
illustrated in an upper half of Fig. 1 includes maintenance suggestion information 59B2 in which a track condition is associated with a track route diagram 59B1. The track route diagram 59B1 is a diagram in which an actual route of the track 10 is simplified and illustrated. An illustration indicating a position of a station may be added to the track route diagram 59B1. Maintenance suggestion information 59B2 determined in Step Sll described above is indicated in the track route diagram 59B1. Herein, the track route diagram 59B1 is displayed by a combination of segments divided into a plurality of evaluation target sections. Some or all of each segment is displayed as the maintenance suggestion information 59B2 distinguishable by visual recognition in accordance with the track condition. For example, a segment determined to be the maintenance suggestion (level 1) in Step Sll is colored with yellow (refer to a segment assigned with oblique lines in Fig. 11). A segment corresponding to the evaluation target section on which the maintenance suggestion (level 2) is determined to be necessary to be performed in Step Sll may also be displayed to be distinguished from the other segment in the similar manner.
For example, the segment may be colored with red (refer to a segment assigned with a cross hatching on a lower side of Fig. 11). The track condition may be displayed in various types of visually distinguishable display. For example, the track condition may be displayed by a color, a pattern, a character, or a number, or may also be distinguished by a combination thereof.
11 includes prediction information 59C2. The prediction information 59C2 is an image indicating prediction information of an index value in the future, and is also an image indicating a track condition predicted in the future. The prediction information may be a predicted value of an index value, or may also be maintenance suggestion information of a track estimated from prediction information of the index value. Fig. 11 illustrates a track route diagram 59C1 after an elapse of a predetermined period (for example, after X
years) on a lower side of the track route diagram 59B1 on an upper side indicating a current track condition. The track route diagram 59C1 is expressed by a segment corresponding to a plurality of evaluation target sections in the manner similar to the track route diagram 59B1 described above, and some or all of each segment indicates the prediction information 59C2 of each evaluation target section after an elapse of a predetermined period.
For example, in Step S13, it is predicted that the maintenance suggestion (level 1 or level 2) is necessary in the future after an elapse of a predetermined period in some evaluation target section.
The prediction information 59C2 of the corresponding evaluation target section after the elapse of the predetermined period is displayed as the prediction information 59C2 based on this predicted result. This prediction information 59C2 can be grasped as an example of a prediction of necessity of the maintenance suggestion (level 1 or level 2) in the future, that is to say, an example of the maintenance suggestion information. The predicted result is displayed to be visually recognized as the visually-recognized prediction information 59C2 in the manner similar to the maintenance suggestion information 59B2 described above for some or all of each segment.
12, a speed balloon is drawn from a segment selected in the track route diagram 59B1. A
track condition display image 59D including a graph indicating a change of an evaluation value with respect to the elapsed time is displayed as an example of the track condition display image 59D in the speech balloon. Not only the evaluation value based on measured data but also prediction information (approximated line 0 is drawn in the track condition display image 59D. Also drawn is a first reference value, a first reference value, a region of the first reference value (region determined to be a maintenance suggestion level 1), and a region of the second reference value (region determined to be a maintenance suggestion level 1). Furthermore, a maintenance consideration prediction time (for example, after a months) reaching the first reference value from the prediction information (approximated line 0 and a maintenance consideration prediction time (for example, after b years) reaching the second reference value, for example, are drawn. These maintenance consideration prediction times are one example of maintenance suggestion information prompting consideration of maintenance based on a preset reference value for the index value.
Thus, the user can easily predict a timing at which the maintenance of the track is needed.
Accordingly, the state of the longitudinal level displacement of the track easily having influence on the vertical vibration of the railroad car is properly evaluated.
Necessity of consideration of the maintenance is easily determined by comparing the index value with the reference value.
Accordingly, the user can distinguish the position in the route diagram of the track to visually recognize the track condition.
Accordingly, the user can easily predict a timing at which the maintenance of the track is needed by seeing the image indicating prediction of the index value.
Accordingly, the track is sectioned at regular intervals, and a state of each section can be monitored by an appropriate index value.
Accordingly, the index value is simply calculated by calculating the waveform length of the track displacement in the evaluation target section.
Accordingly, the maintenance can be considered based on the maintenance suggestion information.
EXPLANATION OF REFERENCE SIGNS
Claims (20)
the track condition monitoring device according to any one of claims 1 to 14, a position-related information acquisition unit provided to the railroad car, and acquiring track position data capable of specif3Ting a position of the track in a longitudinal direction; and a track displacement position acquisition unit provided to the railroad car, and acquiring a displacement position of the track caused by the track displacement.
(a) acquiring track displacement data in which data of a track position caused by a track displacement is associated with data of a position of the track in a longitudinal direction; and (b) calculating a value corresponding to a length of the track caused by the track displacement in an evaluation section as at least one index value indicating a state of a track based on the track displacement data.
(c) determining necessity of consideration of maintenance based on the index value and a preset reference value; and (d) displaying maintenance suggestion information suggesting consideration of maintenance in a display unit when it is determined that consideration of maintenance is necessary.
(e) predicting the index value in a future based on the plurality of index values;
and (f) displaying information based on the index value which has been predicted in a display unit.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/JP2020/046796 WO2022130510A1 (en) | 2020-12-15 | 2020-12-15 | Track state monitoring device, track state monitoring system and track state monitoring method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CA3201548A1 true CA3201548A1 (en) | 2022-06-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CA3201548A Pending CA3201548A1 (en) | 2020-12-15 | 2020-12-15 | Track condition monitoring device, track condition monitoring system and track condition monitoring method |
Country Status (5)
| Country | Link |
|---|---|
| US (1) | US20230322279A1 (en) |
| JP (1) | JP7202506B2 (en) |
| AU (1) | AU2020482144B2 (en) |
| CA (1) | CA3201548A1 (en) |
| WO (1) | WO2022130510A1 (en) |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10807623B2 (en) | 2018-06-01 | 2020-10-20 | Tetra Tech, Inc. | Apparatus and method for gathering data from sensors oriented at an oblique angle relative to a railway track |
| WO2020232431A1 (en) | 2019-05-16 | 2020-11-19 | Tetra Tech, Inc. | System and method for generating and interpreting point clouds of a rail corridor along a survey path |
| JP2023134074A (en) * | 2022-03-14 | 2023-09-27 | 東京エレクトロン株式会社 | Condition management system, condition management method and program |
| US12325457B2 (en) * | 2023-01-09 | 2025-06-10 | Progress Rail Services Corporation | Predictive control system visualization for automatic train operation |
| CN118722764B (en) * | 2024-07-18 | 2025-05-27 | 南京铁道职业技术学院 | A method, device and related equipment for detecting track geometry |
| CN121365494A (en) * | 2024-07-19 | 2026-01-20 | 中国国家铁路集团有限公司 | Prediction method for steel rail light band of turnout area |
| CN118821025B (en) * | 2024-09-12 | 2025-01-21 | 中数智科(杭州)科技有限公司 | A method and system for detecting abnormality of a railway train wheel set |
| CN120612528B (en) * | 2025-05-29 | 2025-11-25 | 北京市地铁运营有限公司线路分公司 | Track wear analysis method and system based on moving peak-to-peak value and moving exceedance rate |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SE538909C2 (en) * | 2014-04-15 | 2017-02-07 | Eber Dynamics Ab | Method and apparatus for determining structural parameters of a railway track |
| JP2017053773A (en) * | 2015-09-10 | 2017-03-16 | 公益財団法人鉄道総合技術研究所 | Track displacement measuring device and track displacement measuring method |
| EP3431359B1 (en) * | 2016-03-15 | 2022-09-28 | Nippon Steel Corporation | Track state evaluation method, device, and program |
| AT518839B1 (en) * | 2016-07-11 | 2018-12-15 | Plasser & Theurer Exp Von Bahnbaumaschinen G M B H | System and method for measuring a track |
| JP6986480B2 (en) * | 2017-04-11 | 2021-12-22 | 公益財団法人鉄道総合技術研究所 | Abnormality diagnostic equipment and programs |
| JP6867904B2 (en) * | 2017-07-11 | 2021-05-12 | 東日本旅客鉄道株式会社 | Orbit evaluation system and orbit evaluation method |
| CN109017867B (en) * | 2018-08-01 | 2021-05-25 | 湖南大学 | Dynamic measuring method for rail corrugation |
-
2020
- 2020-12-15 JP JP2022505512A patent/JP7202506B2/en active Active
- 2020-12-15 WO PCT/JP2020/046796 patent/WO2022130510A1/en not_active Ceased
- 2020-12-15 CA CA3201548A patent/CA3201548A1/en active Pending
- 2020-12-15 AU AU2020482144A patent/AU2020482144B2/en active Active
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2023
- 2023-06-13 US US18/333,595 patent/US20230322279A1/en active Pending
Also Published As
| Publication number | Publication date |
|---|---|
| AU2020482144A9 (en) | 2024-02-08 |
| JPWO2022130510A1 (en) | 2022-06-23 |
| AU2020482144B2 (en) | 2025-02-06 |
| JP7202506B2 (en) | 2023-01-11 |
| US20230322279A1 (en) | 2023-10-12 |
| AU2020482144A1 (en) | 2023-06-29 |
| WO2022130510A1 (en) | 2022-06-23 |
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