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EP2209945B1 - Superstructure pour voie ferrée - Google Patents

Superstructure pour voie ferrée Download PDF

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Publication number
EP2209945B1
EP2209945B1 EP08849990.0A EP08849990A EP2209945B1 EP 2209945 B1 EP2209945 B1 EP 2209945B1 EP 08849990 A EP08849990 A EP 08849990A EP 2209945 B1 EP2209945 B1 EP 2209945B1
Authority
EP
European Patent Office
Prior art keywords
information carrier
superstructure
information
superstructure according
component
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.)
Revoked
Application number
EP08849990.0A
Other languages
German (de)
English (en)
Other versions
EP2209945A1 (fr
Inventor
Hans Bachmann
Richard Ziegler
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Rail One GmbH
Original Assignee
Rail One GmbH
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=40430002&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP2209945(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Rail One GmbH filed Critical Rail One GmbH
Priority to HRP20160955TT priority Critical patent/HRP20160955T1/hr
Publication of EP2209945A1 publication Critical patent/EP2209945A1/fr
Application granted granted Critical
Publication of EP2209945B1 publication Critical patent/EP2209945B1/fr
Revoked legal-status Critical Current
Anticipated expiration legal-status Critical

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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

Definitions

  • the invention relates to a superstructure for a rail track, according to the preamble of claim 1.
  • the superstructure of conventional railroad tracks includes components such as rails, sleepers, mounting components, resilient layers, liners, a ballast bed, one or more layers of slab track, a bound or unbound support layer, a reinforcement, or a prestressing reinforcement. Since railways are designed for a long service life of the order of several decades, it is often difficult for damage to identify the corresponding component and to obtain component-specific information. Only a few components of the superstructure are normally provided with information at all, for example, on concrete sleepers usually a manufacturer's identification, a type designation and the year of manufacture is given. Since this information is in the form of surface-mounted alphanumeric characters, their acquisition is cumbersome. On the other components of the superstructure, however, no characteristic information is attached at all, so that subsequently no component-specific information can be obtained WO 2007/012851 A1 . EP 1 612 118 A or EP 1 521 072 A1 ,
  • the invention is therefore based on the object to provide a superstructure for a rail track, in which the reading of information is facilitated
  • the invention is based on the finding that a designed as a concrete sleeper component of the superstructure may be provided with an information carrier, are stored in the component-specific information.
  • an information carrier For example, virtually any amount of information can be stored permanently in the information carrier.
  • the superstructure according to the invention can comprise one or more components from the following group: rail, fastening component, elastic layer, inlay, ballast bed, slab track, layer of slab track, bound or unbound base course, reinforcement and / or prestressing reinforcement. This results in a whole range of possibilities for attaching the information carrier.
  • the information carrier can be attached at different locations on the component of the superstructure according to the invention.
  • the information carrier may be mounted on the surface of the component of the superstructure. This has the advantage of good accessibility and a minimization of interference when reading the information carrier.
  • information carriers can also later be attached to the surface of the component of the superstructure.
  • the information carrier is at least partially integrated in the formed as a concrete sleeper component of the superstructure according to the invention. With this type of attachment, the information carrier is well protected against mechanical effects. As a further alternative, an arrangement of the information carrier in a cavity of the component is possible, whereby the information carrier is protected both against mechanical effects and against the effects of weather.
  • the information carrier without its own power supply is readable.
  • This has the advantage that the life of the information carrier is not dependent on the life of a power supply.
  • the information carrier it is possible for the information carrier to have its own energy supply, which comprises, for example, a battery or an accumulator.
  • the distance between the read-out device and the information carrier can be larger.
  • the information carrier of the superstructure according to the invention may have a writable or rewritable memory device. This allows the subsequent storage of information that is not yet known at the time of manufacture. Likewise, certain information can be collected and read out over a longer period of time.
  • the superstructure according to the invention may comprise an information carrier which is arranged approximately in the middle of the threshold.
  • the information carrier can also be located at a location of the threshold with reduced concrete thickness, since then no disturbances during readout are to be feared.
  • the information carrier has at least one measuring device for acquiring measured values.
  • measured values detected by the measuring device can be stored in the storage device of the information carrier. This allows the data to be available not only at the time of readout by the readout device but permanently.
  • the measuring device be designed to measure a force or a pressure. This makes it possible to detect the stress of the component when driving through a rail vehicle. Likewise, the force or pressure profile during driving can be detected in order to monitor the condition of components of the superstructure on the basis of this data and to detect changes or damage.
  • the measuring device can also be designed to measure a temperature.
  • the measuring device can be designed to measure an expansion of a component of the superstructure in order to obtain information on deformations, signs of fatigue or damage on the basis of these measured values.
  • the measuring device for detecting the geographical position of the component of the superstructure in particular by means of a GPS receiver is formed.
  • the information carrier can be designed to transmit information to another information carrier. This allows not only an automatic reading of the information but also an independent transfer of information through the information carrier to other information carriers until the information reaches a recipient.
  • the information carrier of the superstructure according to the invention can be designed so that it transmits information on the occurrence of an event.
  • An example of the occurrence of an event is the exceeding or falling below of a threshold value by a value detected by the measuring device. This allows, for example, the independent transfer of the measured values and the information derived therefrom on the damage or impairment of a component of the superstructure, without a read-out external must be initiated.
  • the information carrier for transmitting the information can be embodied on one of the following frequencies: 125 kHz, 13.56 MHz, 433 MHz, 866 MHz, 915 MHz, 950 MHz. But also frequencies of 2.45 GHz or 5.8 GHz are conceivable.
  • Fig. 1 shows a solid track 1 for rail vehicles in a sectional view.
  • a lower support layer 2 On which a superstructure is arranged.
  • the superstructure is formed by a concrete sleeper 5, rails 6, rail fasteners 7 and arranged under the rail 6 elastic layer 8.
  • an information carrier 9 is arranged on the vertical portion.
  • the information carrier 9 can either be mounted during the production of the fixed carriageway or be subsequently attached to a component of the superstructure.
  • the information carrier 9 is formed in the illustrated embodiment as an RFID transponder, it is a passive tag. Passive tags do not have their own power supply, but they can be read by an externally generated electromagnetic field.
  • In the information carrier 9 is a writable memory device in which information can be stored before or during the production of the fixed carriageway. According to the invention, each information carrier is assigned a specific number on the basis of which information about the production of the respective component or its installation can be called up at a later time. The reading in the information carrier Information stored can be done by means of a carriage 6 movable on the rails, which includes a corresponding read-out device.
  • Fig. 2 shows a second embodiment of the invention in a sectional view.
  • an information carrier 10 is attached to the outside of the concrete sleeper 5.
  • the information carrier 10 comprises a measuring device which is designed to measure an elongation.
  • the acquired measured values are permanently stored in the storage device of the information carrier 10 and can be retrieved later by means of a read-out device.
  • changes in concrete threshold 5 can be detected, for example if the measured strains exceed a certain threshold value.
  • Such unexpectedly high elongation may indicate a damaged concrete sleeper or other adverse change requiring maintenance or repair.
  • the respective component of the superstructure can be easily identified.
  • Fig. 3 shows a third embodiment in which the concrete sleeper 5 is provided with two information carriers 9.
  • the one on the left side of Fig. 3 shown information carrier 9 is integrated into the concrete sleeper 5, that it is visible on the outside.
  • the other on the right side of Fig. 3 This information carrier 9 is particularly well protected against external influences, however, it can not be subsequently replaced, which in the case of the left side of Fig. 3 shown information carrier 9 is possible.
  • Fig. 4 shows a movable on a railroad carriage 11, which has a read-out device 12 for reading out information carriers 9.
  • Fig. 5 schematically shows an information carrier 9, which has a storage device 13 and a measuring device 14.

Landscapes

  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Engineering & Computer Science (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Force Measurement Appropriate To Specific Purposes (AREA)
  • Devices For Checking Fares Or Tickets At Control Points (AREA)
  • Length Measuring Devices With Unspecified Measuring Means (AREA)
  • Ticket-Dispensing Machines (AREA)
  • Indexing, Searching, Synchronizing, And The Amount Of Synchronization Travel Of Record Carriers (AREA)
  • Signal Processing For Digital Recording And Reproducing (AREA)
  • Electric Propulsion And Braking For Vehicles (AREA)

Claims (15)

  1. Superstructure (8) pour voie ferrée, présentant un composant configuré comme traverse (5) en béton et qui présente un support d'informations (9, 10) pour données conservées en mémoire numériquement et lisibles par un ensemble de lecture (11),
    caractérisée en ce que
    le support (9, 10) d'information est intégré au moins en partie dans la traverse (5) en béton et
    en ce que les données conservées dans le support (9, 10) d'informations comprennent un numéro spécifique associé au composant concerné.
  2. Superstructure selon la revendication 1, caractérisée en ce que le support (9, 10) d'informations peut être accédé et/ou lu de l'extérieur.
  3. Superstructure selon les revendications 1 ou 2, caractérisée en ce que le support (9, 10) d'informations est disposé dans une cavité du composant de la superstructure.
  4. Superstructure selon l'une des revendications précédentes, caractérisée en ce que le support (9, 10) d'informations peut être lu sans alimentation propre en énergie.
  5. Superstructure selon l'une des revendications 1 à 3, caractérisée en ce que le support (9, 10) d'informations présente une alimentation en énergie.
  6. Superstructure selon l'une des revendications précédentes, caractérisée en ce que le support (9, 10) d'informations présente un ensemble de mémoire (13) inscriptible ou réinscriptible.
  7. Superstructure selon l'une des revendications précédentes, caractérisée en ce que le support (9, 10) d'informations est disposé à proximité du milieu de la traverse (5) en béton lorsque le composant de la superstructure est configuré comme traverse (5) en béton.
  8. Superstructure selon l'une des revendications précédentes, caractérisée en ce que le support (9, 10) d'informations est disposé en un emplacement de moindre épaisseur de béton lorsque le composant de la superstructure est configuré comme traverse (5) en béton.
  9. Superstructure selon l'une des revendications précédentes, caractérisée en ce que le support (9, 10) d'informations présente au moins un dispositif de mesure (14) qui saisit des valeurs de mesure au moyen duquel les valeurs de mesure saisies peuvent être conservées dans un ensemble de mémoire (13) ou dans l'ensemble de mémoire.
  10. Superstructure selon la revendication 9, caractérisée en ce que le dispositif de mesure (14) est configuré pour mesurer une force et/ou une pression et/ou peut mesurer une température et/ou pour mesurer un allongement.
  11. Superstructure selon la revendication 9, caractérisée en ce que le dispositif de mesure (14) est configuré pour saisir une position géographique et en particulier au moyen d'un récepteur GPS.
  12. Superstructure selon l'une des revendications précédentes, caractérisée en ce que le support (9, 10) d'informations est configuré pour transmettre des informations à un ou plusieurs autres supports d'informations.
  13. Superstructure selon la revendication 12, caractérisée en ce qu'un support (9, 10) d'informations est configuré pour transmettre des informations lors de la survenance d'un événement.
  14. Superstructure selon la revendication 13, caractérisée en ce que des informations peuvent être transmises lorsqu'au moins une valeur de mesure saisie par le dispositif de mesure (14) dépasse ou n'atteint pas une valeur de seuil.
  15. Superstructure selon l'une des revendications précédentes, caractérisée en ce que le support (9, 10) d'informations est configuré pour transmettre des informations à l'une des fréquences suivantes : 125 kHz, 13,56 MHz, 433 MHz, 868 MHz, 915 MHz, 950 MHz, 2,45 GHz ou 5,8 GHz.
EP08849990.0A 2007-11-12 2008-11-04 Superstructure pour voie ferrée Revoked EP2209945B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
HRP20160955TT HRP20160955T1 (hr) 2007-11-12 2008-11-04 Nadgradnja za željezničku prugu

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102007054221A DE102007054221B4 (de) 2007-11-12 2007-11-12 Oberbau für eine Schienenfahrbahn
PCT/DE2008/001795 WO2009062464A1 (fr) 2007-11-12 2008-11-04 Superstructure pour voie ferrée et dispositif de lecture de supports d'informations disposés dans la superstructure

Publications (2)

Publication Number Publication Date
EP2209945A1 EP2209945A1 (fr) 2010-07-28
EP2209945B1 true EP2209945B1 (fr) 2016-04-27

Family

ID=40430002

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08849990.0A Revoked EP2209945B1 (fr) 2007-11-12 2008-11-04 Superstructure pour voie ferrée

Country Status (11)

Country Link
US (1) US9163362B2 (fr)
EP (1) EP2209945B1 (fr)
CL (1) CL2008003340A1 (fr)
DE (1) DE102007054221B4 (fr)
ES (1) ES2583030T3 (fr)
HR (1) HRP20160955T1 (fr)
HU (1) HUE029117T2 (fr)
PL (1) PL2209945T3 (fr)
RU (1) RU2010120020A (fr)
TW (1) TW200930859A (fr)
WO (1) WO2009062464A1 (fr)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102011017134B4 (de) * 2011-04-10 2014-07-31 Wilfried Scherf Anordnung zur Vermessung von Gleisabschnitten zum Zweck der Instandhaltung von Eisenbahnschienen
FR2983812B1 (fr) * 2011-12-09 2015-06-05 Sateba Systeme Vagneux Support en beton instrumente pour rails de voie ferree
DE102017207746A1 (de) * 2017-05-08 2018-11-08 Hyperion Verwaltung Gmbh Bahnschwelle aus Kunststoffblöcken und einem diese verbindenden Verbindungselement sowie Verfahren zum Erfassen von Informationen und/oder Daten
PL236925B1 (pl) * 2018-12-10 2021-02-22 Akademia Gorniczo Hutnicza Im Stanislawa Staszica W Krakowie Urządzenie do bezdotykowego pomiaru temperatury szyn miejskiego torowiska tramwajowego, podczas jazdy pojazdu szynowego
AT522346B1 (de) 2019-03-22 2020-11-15 Getzner Werkstoffe Holding Gmbh Eisenbahnfahrweg
CN110485214A (zh) * 2019-08-28 2019-11-22 吴永芳 一种装配数字化预制道床模块及其生产方法、轨道
RU208630U1 (ru) * 2021-04-20 2021-12-28 Акционерное Общество "Комплексное Сервисное Обслуживание Пути" Подрельсовое основание с закладной деталью с радиометкой
EP4575090A1 (fr) * 2023-12-18 2025-06-25 Voestalpine Rail Technology Gmbh Rail à rainure pour la formation de voies de circulation pour véhicules ferroviaires et procédé d'identification de rails à rainure dans une voie

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EP0145001A2 (fr) 1983-12-12 1985-06-19 Pfister GmbH Dispositif de mesure de force
DE4023745A1 (de) 1990-07-26 1992-01-30 Pfister Gmbh Schwelle zur auflage von eisenbahnschienen
CH679991A5 (en) 1988-12-28 1992-05-29 Jaeger Walter Track-to-train transmission of information and control signals - using evenly spaced transmitter elements along track providing coded pulse signal to moving train
WO2007012851A1 (fr) * 2005-07-29 2007-02-01 Laser Rail Limited Monument de référence
DE102006009898A1 (de) 2006-03-03 2007-09-13 Innovative Fertigungstechnologie Gmbh (Ift) RFID-Transpondereinrichtung für matallische Gegenstände und Verfahren zum Anbringen der RFID-Transpondereinrichtung
DE602004013075T2 (de) 2003-06-12 2009-06-25 Institut National De Recherche Sur Les Transports Et Leur Sécurité (INRETS) Übertragung von Warnmeldungen zwischen Fahrzeugen auf einer Strasse und einem Verkehrsinformationsnetz

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DE19510560A1 (de) * 1995-03-23 1996-09-26 Misoph Rotraud Meßvorrichtung zur berührungsfreien Vermessung des Schienenprofils
DE10021927A1 (de) 2000-04-13 2001-10-18 Roessler Elfriede Verfahren zur originalgetreuen, realitätsnahen automatischen oder halbautomatischen Steuerung von gleisgeführten Spielzeugen, insbesondere elektromotorisch betriebenen Modellbahnen und Modellzügen, Anordnung zur Durchführung eines solchen Verfahrens, Gleise, Gleisstücke oder Weichen zur Verwendung bei einem Verfahren zur Steuerung von gleisgeführten Spielzeugen sowie rollendes Material, insbesondere Lokomotiven, ebenfalls zur Verwendung bei einem Verfahren zur Steuerung von Modellbahnen und Modellzügen
AT500769B1 (de) 2003-10-02 2007-02-15 Oebb Infrastruktur Bau Ag Verfahren zur erfassung von kräften von elastischen verformungen zumindest einer schiene und eines oberbaues
US7551058B1 (en) * 2003-12-10 2009-06-23 Advanced Design Consulting Usa, Inc. Sensor for monitoring environmental parameters in concrete
EP1577824A1 (fr) * 2004-03-16 2005-09-21 Swisscom Mobile AG Méthode de mise a disposition d'informations sur un produit
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DE102004031525A1 (de) 2004-06-29 2006-02-09 Deutsche Bahn Ag Verfahren bei der Sicherung des Fahrbetriebes
DE202005014981U1 (de) 2005-09-23 2006-01-12 Neuhäuser GmbH Schienentrasse aus einzelnen Schienenstößen
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Publication number Priority date Publication date Assignee Title
EP0145001A2 (fr) 1983-12-12 1985-06-19 Pfister GmbH Dispositif de mesure de force
CH679991A5 (en) 1988-12-28 1992-05-29 Jaeger Walter Track-to-train transmission of information and control signals - using evenly spaced transmitter elements along track providing coded pulse signal to moving train
DE4023745A1 (de) 1990-07-26 1992-01-30 Pfister Gmbh Schwelle zur auflage von eisenbahnschienen
DE602004013075T2 (de) 2003-06-12 2009-06-25 Institut National De Recherche Sur Les Transports Et Leur Sécurité (INRETS) Übertragung von Warnmeldungen zwischen Fahrzeugen auf einer Strasse und einem Verkehrsinformationsnetz
WO2007012851A1 (fr) * 2005-07-29 2007-02-01 Laser Rail Limited Monument de référence
DE102006009898A1 (de) 2006-03-03 2007-09-13 Innovative Fertigungstechnologie Gmbh (Ift) RFID-Transpondereinrichtung für matallische Gegenstände und Verfahren zum Anbringen der RFID-Transpondereinrichtung

Also Published As

Publication number Publication date
CL2008003340A1 (es) 2010-01-04
PL2209945T3 (pl) 2016-12-30
WO2009062464A1 (fr) 2009-05-22
DE102007054221A1 (de) 2009-05-20
ES2583030T3 (es) 2016-09-16
US9163362B2 (en) 2015-10-20
TW200930859A (en) 2009-07-16
EP2209945A1 (fr) 2010-07-28
HRP20160955T1 (hr) 2016-10-07
RU2010120020A (ru) 2011-12-20
US20100264222A1 (en) 2010-10-21
DE102007054221B4 (de) 2013-12-05
HUE029117T2 (en) 2017-02-28

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