WO2000061419A1 - A method of detecting defects in track subgrade and an apparatus for carrying out the method - Google Patents
A method of detecting defects in track subgrade and an apparatus for carrying out the method Download PDFInfo
- Publication number
- WO2000061419A1 WO2000061419A1 PCT/CZ2000/000020 CZ0000020W WO0061419A1 WO 2000061419 A1 WO2000061419 A1 WO 2000061419A1 CZ 0000020 W CZ0000020 W CZ 0000020W WO 0061419 A1 WO0061419 A1 WO 0061419A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- radar
- track
- recording
- subgrade
- control
- Prior art date
Links
- 230000007547 defect Effects 0.000 title claims abstract description 20
- 238000000034 method Methods 0.000 title claims description 16
- 239000000463 material Substances 0.000 claims abstract description 11
- 238000010276 construction Methods 0.000 description 5
- 241001669679 Eleotris Species 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 238000001514 detection method Methods 0.000 description 2
- 238000011109 contamination Methods 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000005070 sampling Methods 0.000 description 1
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
- G01S13/00—Systems using the reflection or reradiation of radio waves, e.g. radar systems; Analogous systems using reflection or reradiation of waves whose nature or wavelength is irrelevant or unspecified
- G01S13/88—Radar or analogous systems specially adapted for specific applications
-
- 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
Definitions
- the invention concerns a method of detecting defects in track substructure, particularly in railway track substructure, including continuous light control and/or contact control of railway track superstructure as well as continuous radar control of the rail body of railway track substructure.
- the invention also concerns an apparatus for carrying out this method, containing a mobile carrier of the recording system, equipped with a reader of a distance travelled by a carrier on track, with a device for recording parameters of railway track travel and with a radar apparatus for control of the condition of railway track subgrade.
- railway track superstructure recording car containing railway track pulse reader which monitors a distance travelled and provides requested sampling frequency of individual recording apparatuses, and recording undercarriage carrying electromechanical position sensor for recording geometric parameters of railway track superstructure, i.e. superelevation and direction of stretches of rails, railway track gauge and rail warping, the output of which is connected to input of the recording and control unit for recording geometric parameters of a rail.
- the purpose of the invention is to sort out the method and the apparatus of detecting defects of not only railway track superstructure, but also substructure, as numerous defects of railway track superstructure are caused by railway track substructure defects.
- the invention should also be applicable to other than railway track structures.
- This task has been resolved by a method of detecting defects in track subgrade, particularly in railway track substructure body, according to the invention serving for the radar control of subgrade; the essence of the invention lies in the fact that the radar control of track subgrade includes continuous recording of subgrade, effected by transmitting radar beams into subgrade at least in two directions and by receiving reflected beams at least in two points after these beams in subgrade have travelled distances of varying lengths.
- a preferred embodiment of the method according to the invention lies in the fact that the radar control of track subgrade is effected simultaneously and in synchronization with the light and/or contact control of track travel area, particularly railway track superstructure.
- the invention concerns also an apparatus the essence of which lies in the fact that the radar apparatus for control of the condition of subgrade contains a system of radar antennas with at least one radar antenna. This system is connected to the second output of the radar control and recording unit, the first input of which is connected to by one of the outputs of interconnecting link. This link's input is connected to by a reader of longitudinal position of a mobile carrier of a recording system on track, while its another input is connected to the recording and control unit for recording geometric and physical parameters of track travel area.
- a preferred embodiment of the apparatus in accordance with this invention lies in the fact that a system of radar antennas contains a transmitting radar antenna with axis oriented to subgrade and connected with the radar control and recording unit output, and at least one detecting radar antenna, connected with another input of the radar control and recording unit and located in adjusted space-gap next to a transmitting radar antenna for receiving a component of radar signals reflected from material boundaries in track subgrade.
- a system of radar antennas and the radar control and recording unit are carried by a railway track recording car which is equipped with railway track pulse reader for recording longitudinal position of the arrangement on track and with electromechanical position detector for recording geometric and physical parameters of track surface formed by railway track superstructure.
- railway track pulse reader is connected via interconnecting link with the recording and control unit for recording geometric parameters of a rail, and interconnecting link is further connected with the radar control and recording unit input.
- the advantage of a solution according to the invention is particularly the fact that in interpreting the results of radar detections it is possible immediately to correlate the results with standard results gained by the track recording car. It means that defects of geometric parameters of a rail can be adjoined to also by a reason for defect, usually consisting in disturbation of a certain part of sleeper subgrade and railway track substructure body, caused for example by subsidence process or by contamination of certain areas of ballast and subgrade layers. In addition, location of such defect, given by longitudinal and depth data, can also be determined. This leads to repairs of defects optimizing, as defective (disturbed) points in railway track substructure by applying the method and the apparatus according to the invention can be registered earlier than they show up in the quality of railway track superstructure.
- the method and the apparatus according to the invention allow simultaneous recording of railway track superstructure and substructure parameters. Both types of recording are exactly bound to each other, therefore the relation found between defects of geometric parameters of a rail and a rail body and railway track substructure can be determined with high accuracy.
- the monitoring of rail substructure - from the time viewpoint - is thus determined exactly.
- the application of radar recording by the apparatus according to the invention can increase operational speed of radar motion from current 10 - 15 km/h to as much as 70 - 140 km/h, depending on a type of track recording car.
- Fig. 1 Block diagram of the apparatus serving for executing the method applied to the detection of railway track superstructure and substructure defects
- Fig. 2 Section through the first example of embodiment of antennas and their connection to the control and recording unit in the apparatus from Fig. 1, and
- Fig. 3 Section through the second example of embodiment of antennas and their connection to the control and recording unit in the apparatus from Fig. 1.
- the apparatus for detecting defects in track superstructure and substructure is in the illustrated particular embodiment example arranged for detecting defects in railway track superstructure and substructure, represented in railway track superstructure by defects in geometric parameters of a rail, and in railway track substructure by deformations of a rail bed and construction layers of railway track superstructure body that are or will be in future the reason for changes of geometric parameters of a rail.
- the apparatus includes the track recording car 1, the undercarriage of which is fitted with railway track pulse reader 2, by which the distance travelled by the track recording car 1 is recorded, and its immediate position on track determined.
- the railway track pulse reader 2 output is connected via interconnecting link 3 and its first output with one input of the recording and control unit 4 for detecting and recording geometric parameters of a rail.
- the second input of the recording and control unit 4 is connected to by electromechanical position detector 5, fixed on the recording undercarriage of the track recording car I and recording geometric parameters of railway track superstructure ⁇ , i.e. superelevation and direction of stretches of rails, railway track gauge and rail warping.
- railway track pulse reader 2 in this example of embodiment according to the invention is connected with the recording and control unit 4 for detecting geometric parameters of a rail via interconnecting link 3, the second output of which is connected to the first output of the radar control and recording unit 6.
- the radar control and recording unit 6 has its outputs and inputs connected to the radar antenna system 7 for detecting the condition of railway track substructure, particularly the subsidence of rail bed layers and construction layers of railway track substructure body.
- the radar antenna system 7 in the first embodiment example, illustrated on Fig. 2 is formed by the first radar detecting antenna 7a which transmits a radar signal into sleeper subgrade consisting of top ballast layer 8 containing unillustrated sleepers, subgrade construction layer 9, and compacted soil base X0.
- the first radar detecting antenna 7a is oriented in standard direction to railway track superstructure surface 1_1 and connected to the first input of the radar control and recording unit 6.
- the second radar detecting antenna 7b, connected with the second input of the radar control and recording unit 6, is located in exactly determined lateral space gap from the first radar detecting antenna 7a and in the same height above railway track superstructure surface 11.
- the first radar detecting antenna 7a transmits a radar signal into sleeper subgrade and in this first arrangement example also intercepts reflected standard signal which is transferred to the radar control and recording unit 6.
- These registered values cannot serve for an explicit assessment of the railway track substructure condition as such values would have to be corrected by values of relative permitivity of materials contained in sleeper subgrade, it means top ballast layer 8, construction layer 9 and soil forming soil base JO.
- the second radar detecting antenna 7b is applied. This antenna intercepts inclined components of reflected radar beams that are transmitted from the first radar detecting antenna 7a in direction deflected at angle of approx. 30° from longitudinal central axis of the first radar detecting antenna 7a which is a transmitting antenna, so the beams travel in trajectory inclined at angle of approx. 60° to longitudinal axis of a rail to a beam reflection point from which the beams are reflected, and return in reflected direction at angle of 30° - 45° contained with longitudinal axis of a rail to the second radar detecting antenna 7b.
- a radar signal arrives to this antenna with time lag depending on the one hand on the extension of its trajectory and on the other hand on relative permitivity of railway track substructure materials.
- Radar beams are reflected on material boundaries ⁇ 2 between top ballast layer 8, construction layer 9 and soil base 10, while rather a sudden change of distance of at least some of the material boundaries from the radar antenna system 7 indicates subsidence of subgrade layers and thus a local defect of railway track substructure.
- These intercepted reflected signals are transferred to the radar control and recording unit 6, where reflections intercepted by the first radar detecting antenna 7a are compared with reflections intercepted by the second radar detecting antenna 7b, and the results of comparison with the use of inserted memory device can serve for the determination of values of relative permitivity of railway track substructure materials.
- the second embodiment example of the radar antenna system 7 of the apparatus according to the invention, illustrated on Fig. 3, includes the separate transmitting radar antenna 7d, connected to the radar control and recording unit 6 output, the second radar detecting antenna 7b and the third separate radar detecting antenna 7c. All three antennas of the radar antenna system 7 are located in plane which is in parallel with axis of a rail, in positions being in determined space gaps from each other, the third radar detecting antenna 7c being located in bigger distance from the transmitting radar antenna 7d than the second radar detecting antenna 7b, and this difference in distances must be sufficient enough so that a time lag between arrival of radar signals from individual material boundaries to the second radar detecting antenna 7b and to the third radar detecting antenna 7c could be detected reliably. Both of the radar detecting antennas 7b and 7c are connected to two inputs of the radar control and recording unit 6 in which with the use of its programme equipment the values of relative permitivity of a rail bed and railway track substructure body can be determined.
Landscapes
- Engineering & Computer Science (AREA)
- Remote Sensing (AREA)
- Radar, Positioning & Navigation (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Computer Networks & Wireless Communication (AREA)
- General Physics & Mathematics (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Geophysics And Detection Of Objects (AREA)
- Train Traffic Observation, Control, And Security (AREA)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU32706/00A AU3270600A (en) | 1999-04-13 | 2000-03-23 | A method of detecting defects in track subgrade and an apparatus for carrying out the method |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CZ19991296A CZ291486B6 (cs) | 1999-04-13 | 1999-04-13 | Způsob zjišťování poruchy v podloží komunikace a zařízení k provádění tohoto způsobu |
CZPV1999-1296 | 1999-04-13 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2000061419A1 true WO2000061419A1 (en) | 2000-10-19 |
Family
ID=5463075
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/CZ2000/000020 WO2000061419A1 (en) | 1999-04-13 | 2000-03-23 | A method of detecting defects in track subgrade and an apparatus for carrying out the method |
Country Status (3)
Country | Link |
---|---|
AU (1) | AU3270600A (cs) |
CZ (1) | CZ291486B6 (cs) |
WO (1) | WO2000061419A1 (cs) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2398946A (en) * | 2003-02-22 | 2004-09-01 | Qinetiq Ltd | Microwave radar detection of surface discontinuities |
DE102004048169A1 (de) * | 2004-10-02 | 2006-04-13 | Gbm Wiebe Gleisbaumaschinen Gmbh | Verfahren zur Oberbausanierung von Schienenwegen unter Einsatz einer Planumsverbesserungsmaschine, Planumsverbesserungsmaschine |
US7043971B2 (en) | 2002-09-26 | 2006-05-16 | Jrb Engineering Pty Ltd. | System for detecting sliding of a wheel travelling along a track |
DE102006026048A1 (de) * | 2006-06-01 | 2007-12-20 | Gbm Wiebe Gleisbaumaschinen Gmbh | GPS gestütztes, kontinuierliches Trassenerkundungssystem mit Multisensorik |
EP2151701A1 (de) * | 2008-08-06 | 2010-02-10 | Leica Geosystems AG | Radar-Messverfahren zum Orten eines in einem zu untersuchenden Medium eingebetteten Objekts |
CN102828452A (zh) * | 2012-09-04 | 2012-12-19 | 中铁十四局集团有限公司 | 客运专线i型轨道板i-pms精调测量与远程监控系统 |
CN106842192A (zh) * | 2017-01-14 | 2017-06-13 | 石家庄铁道大学 | 一种有砟轨道病害自动检测识别方法 |
CN113504538A (zh) * | 2021-09-10 | 2021-10-15 | 中国铁路上海局集团有限公司科学技术研究所 | 一种高精度无损检测铁路轨枕悬空的计算及评估方法 |
CN114126947A (zh) * | 2019-06-26 | 2022-03-01 | Dma责任有限公司 | 用于检测线路基础设施,尤其是铁路线路的位置和几何结构的系统、车辆及方法 |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3924461A (en) * | 1974-08-20 | 1975-12-09 | Harris A Stover | Monitoring system for detecting defective rails or road beds |
US4207569A (en) * | 1977-08-09 | 1980-06-10 | Meyer Jack R | Railroad radio frequency waveguide |
DE4340254A1 (de) * | 1993-11-26 | 1995-06-01 | Claus Prof Dr Goebel | Verfahren zur Erfassung des Zustandes des Oberbaues, Unterbaues und Untergrundes von Eisenbahngleisen |
WO1997007416A1 (en) * | 1995-08-18 | 1997-02-27 | London Electricity Plc | System for and method of determining the location of an object in a medium |
-
1999
- 1999-04-13 CZ CZ19991296A patent/CZ291486B6/cs not_active IP Right Cessation
-
2000
- 2000-03-23 AU AU32706/00A patent/AU3270600A/en not_active Abandoned
- 2000-03-23 WO PCT/CZ2000/000020 patent/WO2000061419A1/en active Application Filing
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3924461A (en) * | 1974-08-20 | 1975-12-09 | Harris A Stover | Monitoring system for detecting defective rails or road beds |
US4207569A (en) * | 1977-08-09 | 1980-06-10 | Meyer Jack R | Railroad radio frequency waveguide |
DE4340254A1 (de) * | 1993-11-26 | 1995-06-01 | Claus Prof Dr Goebel | Verfahren zur Erfassung des Zustandes des Oberbaues, Unterbaues und Untergrundes von Eisenbahngleisen |
WO1997007416A1 (en) * | 1995-08-18 | 1997-02-27 | London Electricity Plc | System for and method of determining the location of an object in a medium |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7043971B2 (en) | 2002-09-26 | 2006-05-16 | Jrb Engineering Pty Ltd. | System for detecting sliding of a wheel travelling along a track |
GB2398946A (en) * | 2003-02-22 | 2004-09-01 | Qinetiq Ltd | Microwave radar detection of surface discontinuities |
DE102004048169A1 (de) * | 2004-10-02 | 2006-04-13 | Gbm Wiebe Gleisbaumaschinen Gmbh | Verfahren zur Oberbausanierung von Schienenwegen unter Einsatz einer Planumsverbesserungsmaschine, Planumsverbesserungsmaschine |
DE102006026048A1 (de) * | 2006-06-01 | 2007-12-20 | Gbm Wiebe Gleisbaumaschinen Gmbh | GPS gestütztes, kontinuierliches Trassenerkundungssystem mit Multisensorik |
EP1862593A3 (de) * | 2006-06-01 | 2008-06-04 | GBM Wiebe Gleisbaumaschinen GmbH | GPS gestütztes, kontinuierliches Trassenerkundungssystem mit Multisensorik |
EP2151701A1 (de) * | 2008-08-06 | 2010-02-10 | Leica Geosystems AG | Radar-Messverfahren zum Orten eines in einem zu untersuchenden Medium eingebetteten Objekts |
CN102828452A (zh) * | 2012-09-04 | 2012-12-19 | 中铁十四局集团有限公司 | 客运专线i型轨道板i-pms精调测量与远程监控系统 |
CN106842192A (zh) * | 2017-01-14 | 2017-06-13 | 石家庄铁道大学 | 一种有砟轨道病害自动检测识别方法 |
CN106842192B (zh) * | 2017-01-14 | 2019-05-10 | 石家庄铁道大学 | 一种有砟轨道病害自动检测识别方法 |
CN114126947A (zh) * | 2019-06-26 | 2022-03-01 | Dma责任有限公司 | 用于检测线路基础设施,尤其是铁路线路的位置和几何结构的系统、车辆及方法 |
CN113504538A (zh) * | 2021-09-10 | 2021-10-15 | 中国铁路上海局集团有限公司科学技术研究所 | 一种高精度无损检测铁路轨枕悬空的计算及评估方法 |
Also Published As
Publication number | Publication date |
---|---|
CZ291486B6 (cs) | 2003-03-12 |
AU3270600A (en) | 2000-11-14 |
CZ9901296A3 (cs) | 2000-11-15 |
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