EP3907119A1 - Procédé de génération d'un protocole de réception relatif à la sécurité d'une machine de maintenance des voies - Google Patents

Procédé de génération d'un protocole de réception relatif à la sécurité d'une machine de maintenance des voies Download PDF

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Publication number
EP3907119A1
EP3907119A1 EP21162029.9A EP21162029A EP3907119A1 EP 3907119 A1 EP3907119 A1 EP 3907119A1 EP 21162029 A EP21162029 A EP 21162029A EP 3907119 A1 EP3907119 A1 EP 3907119A1
Authority
EP
European Patent Office
Prior art keywords
acceptance
certificate
track
maintenance work
valid
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.)
Withdrawn
Application number
EP21162029.9A
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German (de)
English (en)
Inventor
Bernhard Lichtberger
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.)
HP3 Real GmbH
Original Assignee
HP3 Real 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
Application filed by HP3 Real GmbH filed Critical HP3 Real GmbH
Publication of EP3907119A1 publication Critical patent/EP3907119A1/fr
Withdrawn legal-status Critical Current

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61LGUIDING RAILWAY TRAFFIC; ENSURING THE SAFETY OF RAILWAY TRAFFIC
    • B61L23/00Control, warning or like safety means along the route or between vehicles or trains
    • B61L23/04Control, warning or like safety means along the route or between vehicles or trains for monitoring the mechanical state of the route
    • B61L23/042Track changes detection
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B27/00Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
    • E01B27/12Packing sleepers, with or without concurrent work on the track; Compacting track-carrying ballast
    • E01B27/13Packing sleepers, with or without concurrent work on the track
    • E01B27/16Sleeper-tamping machines
    • E01B27/17Sleeper-tamping machines combined with means for lifting, levelling or slewing the track
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61KAUXILIARY EQUIPMENT SPECIALLY ADAPTED FOR RAILWAYS, NOT OTHERWISE PROVIDED FOR
    • B61K9/00Railway 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
    • B61K9/08Measuring installations for surveying permanent way
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61LGUIDING RAILWAY TRAFFIC; ENSURING THE SAFETY OF RAILWAY TRAFFIC
    • B61L15/00Indicators provided on the vehicle or train for signalling purposes
    • B61L15/0018Communication with or on the vehicle or train
    • B61L15/0027Radio-based, e.g. using GSM-R
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61LGUIDING RAILWAY TRAFFIC; ENSURING THE SAFETY OF RAILWAY TRAFFIC
    • B61L15/00Indicators provided on the vehicle or train for signalling purposes
    • B61L15/0094Recorders on the vehicle
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61LGUIDING RAILWAY TRAFFIC; ENSURING THE SAFETY OF RAILWAY TRAFFIC
    • B61L23/00Control, warning or like safety means along the route or between vehicles or trains
    • B61L23/04Control, warning or like safety means along the route or between vehicles or trains for monitoring the mechanical state of the route
    • B61L23/042Track changes detection
    • B61L23/048Road bed changes, e.g. road bed erosion
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B27/00Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B35/00Applications of measuring apparatus or devices for track-building purposes
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B35/00Applications of measuring apparatus or devices for track-building purposes
    • E01B35/02Applications of measuring apparatus or devices for track-building purposes for spacing, for cross levelling; for laying-out curves
    • E01B35/04Wheeled apparatus
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B27/00Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
    • E01B27/12Packing sleepers, with or without concurrent work on the track; Compacting track-carrying ballast

Definitions

  • the invention relates to a method for checking the validity of a safety-relevant acceptance letter for the clearance of tracks after maintenance work in the track area with a track maintenance machine.
  • ballast Most of the tracks for the railway are designed as ballast superstructures.
  • the sleepers are in the gravel.
  • the ballast has the task of diverting the wheel forces into the subgrade, absorbing transverse forces that act on the rail and sleeper and diverting the surface water.
  • the acting wheel forces of the trains driving over it cause irregular settlements in the ballast and shifts in the lateral geometry of the track.
  • the settlement of the ballast bed causes errors in the longitudinal height, the cant (in the arch), the twist, the track and the straightening position.
  • the acceptance recorder systems Compliance with these tolerances is verified by the acceptance recorder systems.
  • the recorded results represent official safety-relevant documents. Therefore, such acceptance measuring systems and acceptance recorder systems must be subjected to regular calibration and acceptance by authorized bodies.
  • the recorder system is provided with a test sticker or a test certificate stating the period of validity and when the system was checked and when the next test must take place at the latest.
  • a so-called test deflection is carried out before the maintenance work to prove that the recorder system is in working order.
  • the sensors corresponding to the measured variables are mechanically deflected by a certain amount and the actual measurement signal is compared with a target measurement signal. If these match up to a specified tolerance, then it is assumed that the recorder system is in order.
  • the signed measurement record is usually taken from the machine by the person supervising the construction and stored.
  • the acceptance letter can also be stored digitally on a storage medium and taken with you.
  • the invention is based on the object of specifying a method which avoids the above-mentioned disadvantages and decisively increases the security of the entire method in view of the security-critical documents.
  • a procedure is described for checking the approval, the functionality of the acceptance recorder system and the authenticity of the data transmitted to clear the tracks after maintenance work.
  • test deflection of the acceptance recorder system Before and after the maintenance work, there is a test deflection of the acceptance recorder system. Appropriate test deflections are applied to the acceptance sensors and the sensor data are saved.
  • test deflections are automatically checked by the acceptance recorder computer (master computer) for compliance with all tolerances and the result is saved.
  • the general data for the following maintenance work (track data, machine identification, machine operator, monitoring officer (so on site)) is entered or accepted in the header of the acceptance report.
  • the acceptance computer provides the acceptance letter with an indication of whether or not all requirements for the release of the track to train operations have been met and then provides the acceptance letter with a corresponding valid signature of the machine and if a responsible construction supervisor is on site with the valid digital signature of the construction supervisor, which he announced via smart card / USB stick or by entering it manually into the computer.
  • the track inspection computer then sends the following information electronically with a valid certificate to the electronic addresses specified in a list and the specified database (if available): the approval letter, the valid recorder approval, the valid test deflection of the inspection sensors, whether clearance tolerances have been complied with, a Valid machine approval with international rail vehicle number (EVN), a certificate (digital signature) of the machine and a certificate (digital signature) of the construction supervisor (if available).
  • ESN international rail vehicle number
  • certificate digital signature
  • construction supervisor if available
  • the person responsible for the release who receives the document with a valid, checked certificate, releases the track if the fulfillment of all requirements is positive.
  • This person responsible can be a corresponding computer that checks the validity.
  • the track can be released automatically after the transfer of the valid, secure data (valid certificate) and positive identification.
  • Fig. 1 shows schematically the acceptance record Z of a known digital recorder of the geometric track position according to the prior art after a maintenance work.
  • the bottom line 9 shows the kilometrage (arc length).
  • the course of the measured arrow height (direction) is shown in the top line 5 and the permissible release tolerances 10 are drawn around this measured value.
  • the second line 6 from the top shows the course of the measured elevation with the associated release tolerance lines.
  • the third line 7 from the top shows the course of the longitudinal height with the associated release tolerance lines. The permissible tolerances have been exceeded here.
  • the fourth line 8 from the top a variable derived from the elevation 6, the twist, is shown.
  • the twist 8 is a size that is particularly safety-critical because of its importance for safety against derailment. The shown exceeding 14 of the clearance tolerance requires reworking by the tamping machine as soon as possible.
  • Position 12 of the vertical line represents the position of the current measurement recording or the end of the measurement recording.
  • Fig. 2 shows a tamping machine A which is equipped with an acceptance recorder system for creating an acceptance letter C and an acceptance recorder computer (control computer) B.
  • a unique certificate is issued for the machine.
  • the digital signature of a responsible person on site can be read in via a smart card D.
  • the control computer B carries out checks such as the approval certificate of the work recorder, valid test deflections, compliance with the clearance tolerances, unique machine identification number EVN, marking whether the data meet all requirements, in particular whether tolerances have been complied with, and whether the track can be released.
  • the document that has been checked and created in this way is provided with a valid certificate (signature) and sent electronically H to the client E, for example via a radio network.
  • the certificate sent is checked for authenticity by a trustworthy, approved certification authority J and, if it is a valid certificate, confirmed as genuine G.
  • the client E thus holds a valid, secure and checked acceptance document F in his hands.
  • the e-mail can be sent via VPN (sending private data over a public network).
  • the data can also be sent indirectly via a server as a buffer (cloud services). If this is agreed with the client, the data can also be sent encrypted using the TLS encryption protocol. In addition, it can also be agreed with the client to encrypt the data to be sent himself (end-to-end encryption).
  • Common techniques for end-to-end encryption are, for example, OpenPGP and S / MIME.
  • the dispatch process is as follows: first: verification with digital signature 1, second: electronic dispatch 2, third: verification of the certificate by an approved certification body 3 and fourth: confirmation of authenticity 4, with the final release of the track for train traffic ( E).

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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)
EP21162029.9A 2020-05-04 2021-03-11 Procédé de génération d'un protocole de réception relatif à la sécurité d'une machine de maintenance des voies Withdrawn EP3907119A1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ATGM50094/2020U AT17147U1 (de) 2020-05-04 2020-05-04 Verfahren zur Generierung eines sicherheitsrelevanten Abnahmeschriebes einer Gleisinstandhaltungsmaschine

Publications (1)

Publication Number Publication Date
EP3907119A1 true EP3907119A1 (fr) 2021-11-10

Family

ID=77389243

Family Applications (1)

Application Number Title Priority Date Filing Date
EP21162029.9A Withdrawn EP3907119A1 (fr) 2020-05-04 2021-03-11 Procédé de génération d'un protocole de réception relatif à la sécurité d'une machine de maintenance des voies

Country Status (2)

Country Link
EP (1) EP3907119A1 (fr)
AT (1) AT17147U1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT526697A2 (de) * 2022-11-07 2024-05-15 Track Machines Connected Ges M B H Verfahren zur Bewertung eines Betriebszustandes einer Maschine zur Instandhaltung einer Eisenbahnstrecke

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2957674A1 (fr) * 2014-06-18 2015-12-23 System7-Railsupport GmbH Procédé de réglage de voie ferrée destiné au fonctionnement d'une machine de voie pouvant se déplacer sur une installation de voie ferrée
EP3209832B1 (fr) * 2014-10-22 2018-06-27 HP3 Real GmbH Procédé permettant de mesurer et de représenter la géométrie des rails d'une voie ferrée

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT516248B1 (de) * 2014-12-12 2016-04-15 System 7 Railsupport Gmbh Verfahren zur Kalibrierung einer Vorrichtung zum Vermessen von Gleisen
AT519218B1 (de) * 2017-02-06 2018-05-15 Hp3 Real Gmbh Verfahren zur Optimierung einer Gleislage

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2957674A1 (fr) * 2014-06-18 2015-12-23 System7-Railsupport GmbH Procédé de réglage de voie ferrée destiné au fonctionnement d'une machine de voie pouvant se déplacer sur une installation de voie ferrée
EP3209832B1 (fr) * 2014-10-22 2018-06-27 HP3 Real GmbH Procédé permettant de mesurer et de représenter la géométrie des rails d'une voie ferrée

Non-Patent Citations (7)

* Cited by examiner, † Cited by third party
Title
ANONYMOUS: "1-2014-10546 I.NVT 4 zu Ril 824: "Einsatz digitales Aufzeichnungssytem (DAS) bei Stopf-Richtarbeiten"", TM: 1-2014-10546 I.NVT 4, 15 July 2014 (2014-07-15)
ANONYMOUS: "Bahnanwendungen - Oberbau - Gleislagequalitat - Teil 1: Beschreibung der Gleisgeometrie; Deutsche und Englische Fassung prEN 13848-1:2016", DIN EN 13848-1, 1 September 2016 (2016-09-01), XP055972504
ANONYMOUS: "Railway applications - Track - Track geometry quality - Part 5: Geometric quality levels - Plain line, switches and crossings; English version EN 13848-5:2017, English translation of DIN EN 13848-5:2017-10", DIN EN 13848-5, BERLIN BEUTH VERLAG GMBH, 1 October 2017 (2017-10-01), Berlin Beuth Verlag GmbH, pages 1 - 25, XP055972452
ANONYMOUS: "Railway applications — Track — Track geometry quality Part 2: Measuring systems — Track recording vehicles / Bahnanwendungen — Oberbau — Geometrische Gleislagegiite — Teil 2: Messsysteme — Gleismessfahrzeuge / Applications ferroviaires — Voie — Qualite geometrique de la — Partie 2: Systemes de mesur", DRAFT ONORM EN 13848-2, 15 November 2018 (2018-11-15), pages 1 - 44, XP055972512
ANONYMOUS: "Railway applications - Track -Track geometry quality - Part 3: Measuring systems -Track construction and maintenance machines; English version EN 13848-3:2009, English translation of DIN EN 13848-3:2013-01", DIN EN 13848-3, 1 January 2013 (2013-01-01), XP055972520
ANONYMOUS: "Railway applications -Track - Track geometry quality - Part 4: Measuring systems -Manual and lightweight devices English translation of DIN EN 13848-4:2012-03 ", DIN EN 13848-4:2012-03, BERLIN BEUTH VERLAG GMBH, 1 March 2012 (2012-03-01), pages 1 - 29, XP055972442
JODLBAUER GEORG ET AL: "Digitales Aufzeichnungssystem für Gleisbaumaschinen", EI-DER EISENBAHNINGENIEUR, 1 August 2014 (2014-08-01), pages 22 - 26, XP055837277, Retrieved from the Internet <URL:https://www.plassertheurer.com/fileadmin/user_upload/Mediathek/Publikationen/022_026_Jodbauer.pdf> [retrieved on 20210902] *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT526697A2 (de) * 2022-11-07 2024-05-15 Track Machines Connected Ges M B H Verfahren zur Bewertung eines Betriebszustandes einer Maschine zur Instandhaltung einer Eisenbahnstrecke
WO2024099965A2 (fr) 2022-11-07 2024-05-16 Track Machines Connected Gesellschaft M.B.H. Procédé pour évaluer un état de fonctionnement d'une machine de maintenance d'une voie ferrée
WO2024099965A3 (fr) * 2022-11-07 2024-07-04 Track Machines Connected Gesellschaft M.B.H. Procédé pour évaluer un état de fonctionnement d'une machine de maintenance d'une voie ferrée

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