EP1283301A2 - Machine and method for recognizing the sleeper positions in a track - Google Patents
Machine and method for recognizing the sleeper positions in a track Download PDFInfo
- Publication number
- EP1283301A2 EP1283301A2 EP02450149A EP02450149A EP1283301A2 EP 1283301 A2 EP1283301 A2 EP 1283301A2 EP 02450149 A EP02450149 A EP 02450149A EP 02450149 A EP02450149 A EP 02450149A EP 1283301 A2 EP1283301 A2 EP 1283301A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- threshold
- machine
- track
- detection section
- distance
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
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Classifications
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B27/00—Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
- E01B27/12—Packing sleepers, with or without concurrent work on the track; Compacting track-carrying ballast
- E01B27/13—Packing sleepers, with or without concurrent work on the track
- E01B27/16—Sleeper-tamping machines
Definitions
- the invention relates to a machine with a cyclically usable working device for processing a sleepers and rails Track and with a non-contact sensing device for detecting a threshold position in conjunction with a path measuring unit for detection a path traveled by the machine on the track and with a control unit for centering the working device in dependence from the sensed threshold position as well as a method of non-contact Scanning thresholds.
- AT 321 347 known machine is an electron-optical Control provided in the form of a television camera, based derer the operator an individual adjustment of Stopfaggregates on the position of the sleepers can make.
- JP 322707/94 A it is also known by means of one of a light slot and a camera-formed image processing device the difference between threshold and ballast surface and determine that Lowering tamping units of a tamping machine according to control.
- the object of the present invention is now to provide a generic machine and a method, with the or a improved detection of a threshold position is ensured.
- this object is achieved with a machine of the generic type Art solved by the fact that the scanning device as a distance meter for non-contact detection of vertical Distanzmeß tone between Scanning on the one hand and sleepers or gravel of the track on the other is formed, and that connected to the distance meter Control unit for a continuous and successive subdivision of the path-dependent measuring path in each case only slightly from each other differing distance measurements comprising threshold detection section X and an adjoining, by a series of leaps and bounds changed distance measured marked gravel detection section Y is formed.
- the threshold position reliably and especially independent of the type of threshold, so that also older tracks with a variety of different types of sleepers or Schienenbefestistsarten are easily scanned.
- two spaced apart in the cross-machine direction scanning devices There is also the possibility of an inclined position in an advantageous manner to recognize thresholds.
- a machine 1 shown in FIG. 1 has a rail carriage 2 supported machine frame 3 and is by a drive 4 on a track formed from sleepers 5 and 6 track 7 movable. Between the rail bogies 2 is a cyclically usable working device 8 arranged in the form of a stuffing 9. This is a track lift unit 10 and a reference system 11 assigned. In one by one Arrow 12 shown working direction in front of the working device 8 two opposite each other in the cross machine direction Scanning 13 for detecting the threshold position in the track 7th
- a movable on the rail 6 Wegmeßaku 14 is provided. This Like the scanning device 13, it is connected to a control unit 15.
- the scanning device 13 is a distance meter 16 for a non-contact measurement of the vertical distance formed to the underlying threshold 5 or to gravel 17.
- An in Dependence of the distance traveled by the machine 1 path s detected curve 18 is composed of a plurality of Distanzmeß tone d.
- the measuring curve 18 is composed in an alternating sequence of a threshold detection section X having only slightly different distance measurements d and a ballast detection section Y which is composed of a multiplicity of distanced measured values d which change abruptly relative to one another.
- the beginning and the end of the threshold detection section X can be detected relatively easily by assigning a jump A or B, respectively.
- a centering point Z x is determined for the time-shifted centering of the tamping unit 9 above the corresponding threshold 5.
- the distance measurements d lying within the two discontinuities A, B are within a minimum bandwidth with their respective maximum values m.
- Distance measuring values d are clearly outside of their maximum values Minimal bandwidth m.
- limit values can be used to define the minimum bandwidth m as well as a minimum and maximum width of in track 7 possibly occurring thresholds 5 for defining a threshold acceptance range SA are entered.
- a test unit 23 is a Plausibility check of the previously determined threshold detection section X, whether the threshold width defined by the two discontinuities A, B within the limit values stored in the input unit 22. If If this test is negative, the activation of an acoustic and / or optical warning device 24 to alert an operator to the unclear To draw attention to the situation.
- the centering point Z x is determined by halving the path distance between the discontinuities A, B, stored and sent away for an automatic foremost stop of the machine 1, in order finally to center the tamping units 9 above the respective threshold 5.
Abstract
Description
Die Erfindung betrifft eine Maschine mit einer zyklisch einsetzbaren Arbeitsvorrichtung zur Bearbeitung eines Schwellen und Schienen aufweisenden Gleises sowie mit einer berührungslos wirkenden Abtasteinrichtung zum Erkennen einer Schwellenlage in Verbindung mit einer Wegmesseinheit zur Erfassung eines von der Maschine am Gleis zurückgelegten Weges und mit einer Steuereinheit zur Zentrierung der Arbeitsvorrichtung in Abhängigkeit von der abgetasteten Schwellenlage sowie ein Verfahren zur berührungslosen Abtastung von Schwellen.The invention relates to a machine with a cyclically usable working device for processing a sleepers and rails Track and with a non-contact sensing device for detecting a threshold position in conjunction with a path measuring unit for detection a path traveled by the machine on the track and with a control unit for centering the working device in dependence from the sensed threshold position as well as a method of non-contact Scanning thresholds.
Durch US 3 762 333 ist bereits eine derartige Maschine bekannt, die als Gleisstopfmaschine mit einem Stopfaggregat als Arbeitsvorrichtung ausgebildet ist. In Arbeitsrichtung vor dieser ist am Maschinenrahmen im Bereich der Schienenbefestigungsmittel eine als Pulsor ausgebildete Abtasteinrichtung angeordnet, die auf die Nähe eines metallischen Objektes, z.B. einer Schienenschraube, anspricht und ein entsprechendes Signal abgibt. Anhand einer Wegmeßeinrichtung wird der von der Maschine zurückgelegte Weg registriert. Die Maschine wird in weiterer Folge unter Berücksichtigung des bekannten Abstandes zwischen Pulsor und Stopfaggregat durch eine Steuereinrichtung derart gestoppt, daß das Stopfaggregat genau über einer Schwelle zu deren Unterstopfung zentriert ist.By US 3,762,333 such a machine is already known, as Tamping machine with a tamping unit designed as a working device is. In front of this is on the machine frame in the field of Rail fastening means designed as a Pulsor scanner arranged close to the vicinity of a metallic object, e.g. one Rail screw, responds and emits a corresponding signal. Based a distance measuring device is the distance traveled by the machine registered. The machine is subsequently considered taking into account the known distance between Pulsor and Stopfaggregat by a Control device stopped so that the tamping unit just above a Threshold to whose constipation is centered.
Bei einer weiteren, gemäß AT 321 347 bekannten Maschine ist ein elektronenoptisches Kontrollorgan in Form einer Fernsehkamera vorgesehen, anhand derer die Bedienungsperson eine individuelle Einstellung des Stopfaggregates auf die Lage der Schwellen vornehmen kann. In another, according to AT 321 347 known machine is an electron-optical Control provided in the form of a television camera, based derer the operator an individual adjustment of Stopfaggregates on the position of the sleepers can make.
Durch US 5 671 679 ist die Verwendung von verschiedenen Arten von Sensoren geoffenbart, mit denen die Lage einer Schwellenplatte oder eines ähnlichen Zielobjektes berührungslos erfaßt werden kann.By US 5,671,679 is the use of various types of sensors disclosed with which the location of a threshold plate or the like Target object can be detected without contact.
Gemäß JP 322707/94 A ist es auch bekannt, anhand einer aus einem Lichtschlitz und einer Kamera gebildeten Bildverarbeitungseinrichtung den Unterschied zwischen Schwellen- und Schotteroberfläche festzustellen und das Absenken von Stopfaggregaten einer Gleisstopfmaschine entsprechend zu steuern.According to JP 322707/94 A, it is also known by means of one of a light slot and a camera-formed image processing device the difference between threshold and ballast surface and determine that Lowering tamping units of a tamping machine according to control.
Die Aufgabe der vorliegenden Erfindung besteht nun in der Schaffung einer gattungsgemäßen Maschine sowie eines Verfahrens, mit der bzw. dem eine verbesserte Erkennung einer Schwellenlage gewährleistet ist.The object of the present invention is now to provide a generic machine and a method, with the or a improved detection of a threshold position is ensured.
Gemäß der Erfindung wird diese Aufgabe mit einer Maschine der gattungsgemäßen Art dadurch gelöst, daß die Abtasteinrichtung als Distanzmesser zur berührungslosen Erfassung von vertikalen Distanzmeßwerten zwischen Abtasteinrichtung einerseits und Schwellen bzw. Schotter des Gleises andererseits ausgebildet ist, und daß die mit dem Distanzmesser verbundene Steuereinheit für eine fortlaufende und aufeinanderfolgende Unterteilung der wegabhängigen Meßstrecke jeweils in einen lediglich geringfügig voneinander abweichende Distanzmeßwerte umfassenden Schwellenerkennungsabschnitt X und einen daran anschließenden, durch eine Folge von sprunghaft veränderten Distanzmeßwerten gekennzeichneten Schottererkennungsabschnitt Y ausgebildet ist.According to the invention, this object is achieved with a machine of the generic type Art solved by the fact that the scanning device as a distance meter for non-contact detection of vertical Distanzmeßwerten between Scanning on the one hand and sleepers or gravel of the track on the other is formed, and that connected to the distance meter Control unit for a continuous and successive subdivision of the path-dependent measuring path in each case only slightly from each other differing distance measurements comprising threshold detection section X and an adjoining, by a series of leaps and bounds changed distance measured marked gravel detection section Y is formed.
Durch diese erfindungsgemäße Lösung ist es möglich, die Schwellenlage zuverlässig und vorallem unabhängig von der Schwellenart zu erkennen, so daß auch ältere Gleise mit einer Vielzahl von verschiedenen Schwellenarten bzw. Schienenbefestigungsarten problemlos abtastbar sind. Durch Anordnung zweier in Maschinenquerrichtung voneinander distanzierter Abtasteinrichtungen besteht auch in vorteilhafter Weise die Möglichkeit, eine Schräglage von Schwellen zu erkennen.By this solution according to the invention, it is possible, the threshold position reliably and especially independent of the type of threshold, so that also older tracks with a variety of different types of sleepers or Schienenbefestigungsarten are easily scanned. By arrangement two spaced apart in the cross-machine direction scanning devices There is also the possibility of an inclined position in an advantageous manner to recognize thresholds.
Weitere vorteilhafte Ausbildungen der Erfindung ergeben sich aus den Unteransprüchen und den Zeichnungen.Further advantageous embodiments of the invention will become apparent from the dependent claims and the drawings.
Im folgenden wird die Erfindung an Hand eines in der Zeichnung dargestellten Ausführungsbeispieles näher beschrieben.In the following the invention with reference to a shown in the drawing Embodiment described in more detail.
Es zeigen:
Eine in Fig.1 dargestellte Maschine 1 weist einen auf Schienenfahrwerken 2
abgestützten Maschinenrahmen 3 auf und ist durch einen Fahrantrieb 4 auf
einem aus Schwellen 5 und Schienen 6 gebildeten Gleis 7 verfahrbar. Zwischen
den Schienenfahrwerken 2 ist eine zyklisch einsetzbare Arbeitsvorrichtung
8 in Form eines Stopfaggregates 9 angeordnet. Diesem ist ein Gleishebeaggregat
10 sowie ein Bezugsystem 11 zugeordnet. In einer durch einen
Pfeil 12 dargestellten Arbeitsrichtung vor der Arbeitsvorrichtung 8 befinden
sich zwei in Maschinenquerrichtung einander gegenüberliegende
Abtasteinrichtungen 13 zur Erkennung der Schwellenlage im Gleis 7. A
Für die Messung des von der Maschine 1 am Gleis 7 zurückgelegten Weges
ist eine auf der Schiene 6 abrollbare Wegmeßeinheit 14 vorgesehen. Diese
steht ebenso wie die Abtasteinrichtung 13 mit einer Steuereinheit 15 in Verbindung.For the measurement of the path traveled by the
Wie insbesondere aus Fig.2 ersichtlich, ist die Abtasteinrichtung 13 als Distanzmesser
16 für eine berührungslose Messung des vertikalen Abstandes
zu der darunterliegenden Schwelle 5 bzw. zu Schotter 17 ausgebildet. Eine in
Abhängigkeit des von der Maschine 1 zurückgelegten Weges s erfaßte Meßkurve
18 setzt sich aus einer Vielzahl von Distanzmeßwerten d zusammen.As can be seen in particular from FIG. 2, the
Die Meßkurve 18 besteht in abwechselnder Folge aus einem lediglich geringfügig
voneinander abweichende Distanzmeßwerte d aufweisenden Schwellenerkennungsabschnitt
X und einem Schottererkennungsabschnitt Y zusammen,
der sich aus einer Vielzahl von sprunghaft zueinander verändernden
Distanzmeßwerten d zusammensetzt. Beginn und Ende des Schwellenerkennungsabschnittes
X können relativ einfach unter Zuordnung einer
Sprungstelle A bzw. B erkannt werden. Durch Halbierung des Schwellenerkennungsabschnittes
X wird ein Zentrierpunkt Zx für die zeitversetzte Zentrierung
des Stopfaggregates 9 oberhalb der entsprechenden Schwelle 5 ermittelt.The
Die innerhalb der beiden Sprungstellen A,B liegenden Distanzmeßwerte d befinden sich mit ihren jeweiligen Maximalwerten innerhalb einer Minimalbandbreite m. Die den Schottererkennungsabschnitt Y definierenden Distanzmeßwerte d liegen mit ihren Maximalwerten deutlich außerhalb der Minimalbandbreite m.The distance measurements d lying within the two discontinuities A, B are within a minimum bandwidth with their respective maximum values m. The defining the ballast detection section Y. Distance measuring values d are clearly outside of their maximum values Minimal bandwidth m.
Wie in Fig.3 ersichtlich, sind zwei in Maschinenquerrichtung voneinander distanzierte
Distanzmesser 16 vorgesehen, um im Rahmen einer Arbeitsvorfahrt
der Maschine 1 entlang zweier in Gleislängsrichtung verlaufender Meßlinien
21 die Schwellenlage abzutasten. Damit besteht die Möglichkeit, zwei voneinander
unabhängige Meßkurven 18 zu bilden, aus denen schließlich z.B.
infolge einer wegversetzten Sprungstelle A eine Schräglage SL einer Schwelle
5 erkennbar ist. Damit können die beiden nachfolgenden, hier nicht näher
dargestellten Stopfaggregate 9 unabhängig voneinander jeweils optimal über
dem jeweiligen Schwellenabschnitt zur Einleitung des Stopfvorganges zentriert
werden.As can be seen in Figure 3, two are spaced apart in the cross-machine
Wie in Fig. 4 schematisch dargestellt, wird in der Steuereinheit 15 unter Registrierung
von Sprungstellen A, B die aus einer Vielzahl von Distanzmeßwerten
gebildete, wegabhängige Meßkurve 18 in abwechselnd aufeinanderfolgende
Schwellenerkennungsabschnitte X und Schottererkennungsabschnitte
Y unterteilt, indem beispielsweise die lediglich innerhalb einer Minimalbandbreite
m liegenden Distanzmeßwerte d herausgefiltert werden.As schematically shown in Fig. 4, in the
In einer Eingabeeinheit 22 können Grenzwerte zur Definition der Minimalbandbreite
m sowie eine Minimal- und Maximalbreite von im Gleis 7 möglicherweise
vorkommenden Schwellen 5 zur Definition eines Schwellenakzeptanzbereiches
SA eingegeben werden. In einer Prüfeinheit 23 erfolgt eine
Plausibilitätsprüfung des zuvor ermittelten Schwellenerkennungsabschnittes
X, ob die durch die beiden Sprungstellen A,B definierte Schwellenbreite innerhalb
der in der Eingabeeinheit 22 gespeicherten Grenzwerte liegt. Falls
diese Prüfung negativ ist, erfolgt die Aktivierung einer akustischen und/oder
optischen Warneinrichtung 24, um eine Bedienungsperson auf die unklare
Situation aufmerksam zu machen.In an
Bei positiver Prüfung wird unter Halbierung der Wegdistanz zwischen den
Sprungstellen A, B der Zentrierpunkt Zx ermittelt, gespeichert und wegversetzt
für einen automatischen Vorfahrtsstopp der Maschine 1 abgegeben, um
schließlich die Stopfaggregate 9 über der jeweiligen Schwelle 5 zu zentrieren.In the case of a positive test, the centering point Z x is determined by halving the path distance between the discontinuities A, B, stored and sent away for an automatic foremost stop of the
Durch die Berechnung der mittleren Schwellenbreite und des mittleren
Schwellenabstandes kann das Vorliegen von Doppelschwellen erkannt und
angezeigt werden. Durch einen Vergleich der gerechneten mit der tatsächlich
gemessenen Vorfahrt wird automatisch ein Korrekturwert berechnet, der die
sich während der Arbeit ergebenden unterschiedlichen Verhältnisse (Reibwert
Rad/Schiene) in der Berechnung der Sollvorfahrtswerte berücksichtigt.
Durch die Möglichkeit, den Bremspunkt der Maschine 1 und das Vorsignal
mittels digitaler Einstellmöglichkeit zu verschieben, ist auch eine manuelle
Korrektur der Zentrierung der Arbeitsvorrichtung 8 durch die Bedienungsperson
möglich. Eventuell im Bereich der Meßlinien 21 liegender Schotter 17 ist
durch eine höhenverstellbare Kehreinrichtung 25 (Fig.1) entfernbar.By calculating the mean threshold width and the mean
Threshold distance, the presence of double thresholds can be detected and
are displayed. By comparing the calculated with the actual
measured priority is automatically calculated a correction value, which is the
during work resulting different conditions (coefficient of friction
Wheel / rail) in the calculation of the desired approach values.
Due to the possibility of the braking point of the
Claims (7)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT02450149T ATE333536T1 (en) | 2001-08-09 | 2002-07-03 | MACHINE AND METHOD FOR DETECTING THE THRESHOLD POSITION OF A TRACK |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT0124901A AT411277B (en) | 2001-08-09 | 2001-08-09 | MACHINE AND METHOD FOR DETECTING THE THRESHOLD POSITION OF A JOINT |
AT12492001 | 2001-08-09 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1283301A2 true EP1283301A2 (en) | 2003-02-12 |
EP1283301A3 EP1283301A3 (en) | 2004-07-28 |
EP1283301B1 EP1283301B1 (en) | 2006-07-19 |
Family
ID=3687817
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP02450149A Expired - Lifetime EP1283301B1 (en) | 2001-08-09 | 2002-07-03 | Machine and method for recognizing the sleeper positions in a track |
Country Status (10)
Country | Link |
---|---|
US (1) | US6662728B2 (en) |
EP (1) | EP1283301B1 (en) |
JP (1) | JP4058306B2 (en) |
CN (1) | CN1215229C (en) |
AT (2) | AT411277B (en) |
CA (1) | CA2396911C (en) |
DE (1) | DE50207541D1 (en) |
ES (1) | ES2266441T3 (en) |
PL (1) | PL203982B1 (en) |
RU (1) | RU2228988C2 (en) |
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AT509481B1 (en) | 2010-08-27 | 2011-09-15 | Plasser Bahnbaumasch Franz | MEASURING DEVICE AND METHOD OF MEASURING THRESHOLD |
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US10416098B2 (en) | 2016-05-26 | 2019-09-17 | Georgetown Rail Equiptment Company | Three-dimensional image reconstruction using transmission and scatter radiography methods |
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US11377130B2 (en) | 2018-06-01 | 2022-07-05 | Tetra Tech, Inc. | Autonomous track assessment system |
US10625760B2 (en) | 2018-06-01 | 2020-04-21 | Tetra Tech, Inc. | Apparatus and method for calculating wooden crosstie plate cut measurements and rail seat abrasion measurements based on rail head height |
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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 |
AT16726U1 (en) * | 2018-09-13 | 2020-07-15 | Plasser & Theurer Export Von Bahnbaumaschinen Gmbh | Method and device for stuffing sleepers of a track |
CN109532941B (en) * | 2018-11-29 | 2020-09-25 | 山东北斗华宸导航技术股份有限公司 | Non-contact detection method for pavement information of ballastless track of high-speed rail |
RU2703802C1 (en) * | 2019-02-15 | 2019-10-22 | Открытое акционерное общество "Радиоавионика" | Method for determination of distances between rail-track sleepers |
JP7026651B2 (en) * | 2019-02-25 | 2022-02-28 | 公益財団法人鉄道総合技術研究所 | Vehicle body sway correction device, vehicle body sway correction method, and program |
US10908291B2 (en) | 2019-05-16 | 2021-02-02 | Tetra Tech, Inc. | System and method for generating and interpreting point clouds of a rail corridor along a survey path |
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-
2001
- 2001-08-09 AT AT0124901A patent/AT411277B/en not_active IP Right Cessation
-
2002
- 2002-07-03 DE DE50207541T patent/DE50207541D1/en not_active Expired - Lifetime
- 2002-07-03 ES ES02450149T patent/ES2266441T3/en not_active Expired - Lifetime
- 2002-07-03 AT AT02450149T patent/ATE333536T1/en not_active IP Right Cessation
- 2002-07-03 EP EP02450149A patent/EP1283301B1/en not_active Expired - Lifetime
- 2002-07-22 PL PL355144A patent/PL203982B1/en unknown
- 2002-08-06 US US10/213,132 patent/US6662728B2/en not_active Expired - Fee Related
- 2002-08-06 CA CA002396911A patent/CA2396911C/en not_active Expired - Fee Related
- 2002-08-08 RU RU2002121059/11A patent/RU2228988C2/en not_active IP Right Cessation
- 2002-08-08 CN CNB021277222A patent/CN1215229C/en not_active Expired - Fee Related
- 2002-08-09 JP JP2002232298A patent/JP4058306B2/en not_active Expired - Fee Related
Patent Citations (4)
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AT321347B (en) | 1968-01-02 | 1975-03-25 | Plasser Bahnbaumasch Franz | Mobile track tamping machine |
US3762333A (en) | 1969-12-19 | 1973-10-02 | Plasser Bahnbaumasch Franz | Mobile track working machine |
JPH06322707A (en) | 1993-05-13 | 1994-11-22 | Tokimec Inc | Discriminating apparatus for structure of track |
US5671679A (en) | 1996-04-24 | 1997-09-30 | Nordco Inc. | Fully automatic, multiple operation rail maintenance apparatus |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1420113A2 (en) * | 2002-11-13 | 2004-05-19 | Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. | Method for scanning the track bed |
EP1420113A3 (en) * | 2002-11-13 | 2005-04-06 | Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. | Method for scanning the track bed |
EP3358079A1 (en) * | 2017-02-06 | 2018-08-08 | HP3 Real GmbH | Method and device for optimising a track bed |
CN111304976A (en) * | 2020-02-20 | 2020-06-19 | 中国铁建高新装备股份有限公司 | Control system and method for continuously traveling automatic positioning tamping area |
AT525614A1 (en) * | 2021-11-10 | 2023-05-15 | Hp3 Real Gmbh | Device for detecting bumps on a track |
WO2023081946A1 (en) * | 2021-11-10 | 2023-05-19 | Hp3 Real Gmbh | Device for detecting crossties of a track |
Also Published As
Publication number | Publication date |
---|---|
JP4058306B2 (en) | 2008-03-05 |
CA2396911C (en) | 2006-02-14 |
PL203982B1 (en) | 2009-11-30 |
ES2266441T3 (en) | 2007-03-01 |
US6662728B2 (en) | 2003-12-16 |
EP1283301B1 (en) | 2006-07-19 |
ATE333536T1 (en) | 2006-08-15 |
CN1215229C (en) | 2005-08-17 |
RU2228988C2 (en) | 2004-05-20 |
PL355144A1 (en) | 2003-02-10 |
JP2003074004A (en) | 2003-03-12 |
DE50207541D1 (en) | 2006-08-31 |
AT411277B (en) | 2003-11-25 |
CA2396911A1 (en) | 2003-02-09 |
CN1401852A (en) | 2003-03-12 |
RU2002121059A (en) | 2004-02-20 |
EP1283301A3 (en) | 2004-07-28 |
ATA12492001A (en) | 2003-04-15 |
US20030029350A1 (en) | 2003-02-13 |
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