EP3161211B1 - Track installation replacement method and train for carrying out the method - Google Patents

Track installation replacement method and train for carrying out the method Download PDF

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Publication number
EP3161211B1
EP3161211B1 EP15734064.7A EP15734064A EP3161211B1 EP 3161211 B1 EP3161211 B1 EP 3161211B1 EP 15734064 A EP15734064 A EP 15734064A EP 3161211 B1 EP3161211 B1 EP 3161211B1
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EP
European Patent Office
Prior art keywords
crane
track
train
gap
work train
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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.)
Active
Application number
EP15734064.7A
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German (de)
French (fr)
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EP3161211A1 (en
Inventor
Patrick HÖTZENDORFER
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.)
Plasser und Theurer Export Von Bahnbaumaschinen GmbH
Original Assignee
Plasser und Theurer Export Von Bahnbaumaschinen 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.)
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Publication of EP3161211A1 publication Critical patent/EP3161211A1/en
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Publication of EP3161211B1 publication Critical patent/EP3161211B1/en
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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
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/02—Transporting, laying, removing, or renewing lengths of assembled track, assembled switches, or assembled crossings
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/18—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
    • B66C23/36—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes mounted on road or rail vehicles; Manually-movable jib-cranes for use in workshops; Floating cranes
    • B66C23/50—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes mounted on road or rail vehicles; Manually-movable jib-cranes for use in workshops; Floating cranes mounted on railway vehicles, e.g. breakdown cranes
    • 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
    • E01B27/02—Placing the ballast; Making ballastway; Redistributing ballasting material; Machines or devices therefor; Levelling means
    • 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
    • E01B27/06—Renewing or cleaning the ballast in situ, with or without concurrent work on the track
    • E01B27/11—Renewing or cleaning the ballast in situ, with or without concurrent work on the track combined with concurrent renewal of track components
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/14—Way of locomotion or support
    • E01B2203/141—Way of locomotion or support on the track to be treated

Definitions

  • the invention relates to a method for renewal of a track, wherein old track yokes are removed by a arranged on a track moving work gantry crane and thereby freed gravel is renewed, are placed on the planing new track yokes.
  • the invention also relates to a work train for the renewal of a track.
  • EP 0 108 168 B1 is a work train with a gantry crane for the transport of track yokes known.
  • the object of the present invention is now to provide a method or work train, with a simplified track renewal is possible.
  • Fig. 1 and 2 a side view of the front or rear portion of a work train to renew a track.
  • One in the Fig. 1 and 2 illustrated work train 1 is composed of a number of respect to a Switzerlandlteilscardi 2 successively arranged loading wagons 3, which are equipped with crane rails 4 for moving a gantry crane 5 and loading areas 6.
  • the - two in Switzerlandlteilscardi 2 spaced crane ends 7, 8 having - gantry crane 5 is equipped with a crane boom 9. This is pivotally attached to a first end 10 at one of the two crane ends 7, 8 and has at a further, remote from the gantry crane 5 in Werlteilscardi 2 second end 11, a gripping device 12 for detecting track yokes 13.
  • ballast weights 16 and gripping devices 17 are provided. These are designed for a - with respect to a vertical - positive connection with the crane rails 4 normal to the pull longitudinal direction 2 pivotable.
  • the gantry crane 5 is moved to a Switzerlandende 22 so that the crane boom 9 from the work train 1 projects over the track 15.
  • an old track yoke 13 is detected by the gripping device 12, and stored to form a limited by a gap beginning 24 and a gap end 25 Umbaulücke 26 on the work train 1 and the dedicated forage wagon 3 ,
  • the support device 14 Before lifting the track yoke 13, the support device 14 is supported on the track 15. In parallel, the gripping devices 17 are applied to the crane rails 4 in order to avoid tilting of the gantry crane 5. This process of removing old track yokes 13 is optionally continued until the Umbaulücke 26 has a desired length. In the meantime, in the track-free Umbaulücke 26, the removal of the old ballast, for example, by a two-way excavator.
  • the work train 1 is moved on the new track yoke 13 in the direction of the Umbaulücke 26, after which the Schottereinbringung and subsequent storage of a new track yoke 13 are repeated in the manner just described until the track 15 is completely renewed in the Umbaulücke 26.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Jib Cranes (AREA)
  • Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)

Description

Die Erfindung betrifft ein Verfahren zur Erneuerung eines Gleises, wobei alte Gleisjoche durch einen auf einem gleisverfahrbaren Arbeitszug angeordneten Portalkran entfernt und dadurch freigelegter Schotter erneuert wird, auf den nach Planierung neue Gleisjoche abgelegt werden. Die Erfindung betrifft außerdem noch einen Arbeitszug zur Erneuerung eines Gleises.The invention relates to a method for renewal of a track, wherein old track yokes are removed by a arranged on a track moving work gantry crane and thereby freed gravel is renewed, are placed on the planing new track yokes. The invention also relates to a work train for the renewal of a track.

Durch EP 0 108 168 B1 ist ein Arbeitszug mit einem Portalkran zum Transport von Gleisjochen bekannt.By EP 0 108 168 B1 is a work train with a gantry crane for the transport of track yokes known.

Auch durch US 4502389 ist ein Arbeitszug bekannt, der Vorrichtungen zum Transport von Gleisjochen sowie von Schotter aufweist.Also through US 4502389 a work train is known which has devices for the transport of track yokes and gravel.

Die Aufgabe der vorliegenden Erfindung liegt nun in der Schaffung eines Verfahrens bzw. Arbeitszuges, mit dem eine vereinfachte Gleiserneuerung möglich ist.The object of the present invention is now to provide a method or work train, with a simplified track renewal is possible.

Diese Aufgabe wird erfindungsgemäß mit einem Verfahren bzw. Arbeitszug der gattungsgemäßen Art durch die im Kennzeichen von Anspruch 1 bzw. 3 angeführten Merkmale gelöst.This object is achieved by a method or work train of the generic type by the cited in the characterizing part of claim 1 and 3 features.

Durch diese erfindungsgemäße Lösung ist mit relativ geringem konstruktivem Aufwand eine vereinfachte Erneuerung eines Gleisabschnittes durchführbar.By this solution according to the invention a simplified renewal of a track section can be carried out with relatively little design effort.

Weitere Vorteile der Erfindung ergeben sich aus den Unteransprüchen und der Zeichnungsbeschreibung.Further advantages of the invention will become apparent from the dependent claims and the drawing description.

Im Folgenden wird die Erfindung anhand eines in der Zeichnung dargestellten Ausführungsbeispieles näher beschrieben. Es zeigen: Fig. 1 und 2 eine Seitenansicht des vorderen bzw. hinteren Abschnittes eines Arbeitszuges zur Erneuerung eines Gleises.In the following the invention will be described with reference to an embodiment shown in the drawing. Show it: Fig. 1 and 2 a side view of the front or rear portion of a work train to renew a track.

Ein in den Fig. 1 und 2 dargestellter Arbeitszug 1 setzt sich aus einer Anzahl von bezüglich einer Zuglängsrichtung 2 hintereinander angeordneten Ladewagen 3 zusammen, die mit Kranschienen 4 zum Verfahren eines Portalkranes 5 und Ladeflächen 6 ausgestattet sind.One in the Fig. 1 and 2 illustrated work train 1 is composed of a number of respect to a Zuglängsrichtung 2 successively arranged loading wagons 3, which are equipped with crane rails 4 for moving a gantry crane 5 and loading areas 6.

Der - zwei in Zuglängsrichtung 2 voneinander distanzierte Kranenden 7, 8 aufweisende - Portalkran 5 ist mit einem Kranausleger 9 ausgestattet. Dieser ist mit einem ersten Ende 10 an einem der beiden Kranenden 7, 8 verschwenkbar befestigt und weist an einem weiteren, vom Portalkran 5 in Zuglängsrichtung 2 distanzierten zweiten Ende 11 eine Greifvorrichtung 12 zum Erfassen von Gleisjochen 13 auf.The - two in Zuglängsrichtung 2 spaced crane ends 7, 8 having - gantry crane 5 is equipped with a crane boom 9. This is pivotally attached to a first end 10 at one of the two crane ends 7, 8 and has at a further, remote from the gantry crane 5 in Zuglängsrichtung 2 second end 11, a gripping device 12 for detecting track yokes 13.

Am ersten Ende 7 des Portalkrans 5 sind höhenverstellbare Abstützeinrichtungen 14 zur Abstützung auf einem Gleis 15 angeordnet. Am zweiten Ende 8 des Portalkrans 5 sind Ballastgewichte 16 sowie Greifvorrichtungen 17 vorgesehen. Diese sind für eine - bezüglich einer Vertikalen - formschlüssige Verbindung mit den Kranschienen 4 normal zur Zuglängsrichtung 2 verschwenkbar ausgebildet.At the first end 7 of the gantry crane 5 height-adjustable support means 14 are arranged for support on a track 15. At the second end 8 of the gantry crane 5 ballast weights 16 and gripping devices 17 are provided. These are designed for a - with respect to a vertical - positive connection with the crane rails 4 normal to the pull longitudinal direction 2 pivotable.

In einer Anzahl von auf der Ladefläche 6 eines Ladewagens 3 abgestellten Containern 18 ist neuer Schotter 19 vorgelagert. Auf einem anschließenden Ladewagen 3 befinden sich übereinander gestapelte neue Gleisjoche 13. Der angrenzende Ladewagen 3 ist zur Ablage von alten Gleisjochen 13 vorgesehen.In a number of parked on the bed 6 of a loading wagon 3 containers 18 new gravel 19 is upstream. On a subsequent Self-loading wagons 3 are stacked on each new track bumps 13. The adjacent loader wagons 3 is intended to store old track-13.

Im Folgenden wird das erfindungsgemäße Verfahren zur Erneuerung des Gleises 15 näher beschrieben.In the following, the inventive method for renewing the track 15 will be described in more detail.

Am Arbeitsbeginn wird der Portalkran 5 zu einem Zugende 22 verfahren, so dass der Kranausleger 9 vom Arbeitszug 1 über das Gleis 15 vorkragt. Mit dem durch Antriebe 23 höhenverstellbaren und quer verschwenkbaren Kranausleger 9 wird ein altes Gleisjoch 13 durch die Greifvorrichtung 12 erfasst, aufgenommen und unter Bildung einer durch einen Lückenanfang 24 und ein Lückenende 25 begrenzten Umbaulücke 26 auf dem Arbeitszug 1 bzw. dem dafür vorgesehenen Ladewagen 3 abgelegt.At the beginning of work, the gantry crane 5 is moved to a Zugende 22 so that the crane boom 9 from the work train 1 projects over the track 15. With the height-adjustable by drives 23 and transversely pivotable crane boom 9 an old track yoke 13 is detected by the gripping device 12, and stored to form a limited by a gap beginning 24 and a gap end 25 Umbaulücke 26 on the work train 1 and the dedicated forage wagon 3 ,

Vor dem Abheben des Gleisjoches 13 wird die Abstützeinrichtung 14 auf dem Gleis 15 abgestützt. Parallel dazu werden die Greifvorrichtungen 17 an die Kranschienen 4 angelegt, um ein Kippen des Portalkranes 5 zu vermeiden. Dieser Vorgang der Entfernung von alten Gleisjochen 13 wird wahlweise solange fortgesetzt, bis die Umbaulücke 26 eine gewünschte Länge aufweist. In der Zwischenzeit erfolgt in der gleisfreien Umbaulücke 26 die Entfernung des alten Schotters beispielsweise durch einen Zweiwegebagger.Before lifting the track yoke 13, the support device 14 is supported on the track 15. In parallel, the gripping devices 17 are applied to the crane rails 4 in order to avoid tilting of the gantry crane 5. This process of removing old track yokes 13 is optionally continued until the Umbaulücke 26 has a desired length. In the meantime, in the track-free Umbaulücke 26, the removal of the old ballast, for example, by a two-way excavator.

Nach Erreichen einer wahlweisen maximalen Länge der Umbaulücke 26 wird auf dem Arbeitszug 1 vorgelagerter neuer Schotter 19 mit Hilfe des Kranauslegers 9 in das Lückenende 25 der Umbaulücke 26 eingebracht. Dazu wird ein Container 18 durch die Greifvorrichtung 12 des Kranauslegers 9 erfasst und über der Umbaulücke 26 zur Entleerung geöffnet. Der abgeworfene Schotter 19 wird durch den bereits erwähnten Bagger planiert.After reaching an optional maximum length of the Umbaulücke 26 is on the work train 1 upstream new gravel 19 with the help of Crane boom 9 introduced into the gap end 25 of the Umbaulücke 26. For this purpose, a container 18 is detected by the gripping device 12 of the crane jib 9 and opened over the Umbaulücke 26 for emptying. The discarded ballast 19 is leveled by the already mentioned excavator.

Sobald der neue Schotter 19 für eine Gleisjochlänge planiert ist, wird ein neues, auf dem Arbeitszug 1 vorgelagertes Gleisjoch 13 durch den Ausleger 9 auf den Schotter 19 des Lückenendes 25 abgelegt.Once the new ballast 19 is leveled for a track yoke length, a new, on the work train 1 upstream track 13 is placed by the boom 9 on the ballast 19 of the gap end 25.

Anschließend wird der Arbeitszug 1 auf dem neuen Gleisjoch 13 in Richtung zur Umbaulücke 26 verfahren, wonach die Schottereinbringung und anschließende Ablage eines neuen Gleisjoches 13 auf die soeben beschriebene Weise wiederholt werden, bis das Gleis 15 im Bereich der Umbaulücke 26 komplett erneuert ist.Subsequently, the work train 1 is moved on the new track yoke 13 in the direction of the Umbaulücke 26, after which the Schottereinbringung and subsequent storage of a new track yoke 13 are repeated in the manner just described until the track 15 is completely renewed in the Umbaulücke 26.

An die nunmehr beseitigte Umbaulücke 26 anschließend werden die erwähnten Verfahrensschritte wiederholt, indem durch Entfernung von alten Gleisjochen wiederum eine neue Gleislücke 26 gebildet wird, die zur Erneuerung des Gleises 15 wiederum schrittweise durch neue Gleisjoche 13 geschlossen wird.At the now eliminated Umbaulücke 26 then the mentioned process steps are repeated by in turn by removal of old track Jochen a new track gap 26 is formed, which in turn is renewed for renewal of the track 15 gradually closed by new track yokes 13.

Claims (5)

  1. A method for renewal of a track, wherein old track panels (13) are removed by a gantry crane (5) arranged on an on-track work train (1), and ballast thus exposed is renewed on which, after grading, new track panels (13) are placed, characterized by the following steps:
    a) a number of old track panels (13) are picked up by a crane jib (9), projecting over the track (15) from a train end (22) of the work train (1) and pivotably arranged on the gantry crane (5) which is supported at a first end (7) on the track (15) by means of vertically adjustable supporting devices (14), and are placed on the work train (1), thus creating a renewal gap (26) delimited by a gap beginning (24) and a gap end (25),
    b) after the renewal gap (26) has reached a desired maximum length, new ballast (19) pre-deposited on the work train (1) is introduced with the aid of the crane jib (9) into the gap end (25) of the renewal gap (26),
    c) a new track panel (13) pre-deposited on the work train (1) is placed upon the graded ballast of the gap end (25) by means of the crane jib (9),
    d) the work train (1) is moved in the direction towards the renewal gap (26) on the new track panel (13), after which the introduction of ballast and the subsequent placement of a new track panel (13) according to steps b) and c) are repeated until the gap beginning (24) is reached.
  2. A method according to claim 1, characterized in that the introduction of the new ballast (19) takes place by means of the crane jib (9) with the aid of containers (18) which can be emptied above the renewal gap (26).
  3. A work train for renewal of a track, including loading areas (6) for storing old and new track panels (13), and a gantry crane (5) for transporting the track panels (13) which is mobile on crane rails (4) on the work train (1) in a longitudinal direction (2) of the train, wherein the work train (1) is composed of a number of loading wagons (3) arranged one following the other with regard to the longitudinal direction (2) of the train, characterized by the following features:
    a) the gantry crane (5) - having two crane ends (7, 8) spaced from one another in the longitudinal direction (2) of the train - is equipped with a crane jib (9) which has a first end (10) fastened pivotably to one of the two crane ends (7, 8) and, at a further, second end (11) spaced from the gantry crane (9) in the longitudinal direction (2) of the train, has a gripping device (12) for seizing track panels (13),
    b) at the first crane end (7) of the gantry crane (5), vertically adjustable supporting devices (14) are arranged for support on the track (15).
  4. A work train according to claim 3, characterized in that counterweights (16) are arranged at the crane end (8) of the gantry crane (5).
  5. A work train according to claim 3, characterized in that gripping devices (17) pivotable perpendicularly to the longitudinal direction (2) of the train are provided at the crane end (8) of the gantry crane (5) for form-locking connection - with regard to a vertical - to the crane rails (4).
EP15734064.7A 2014-06-24 2015-05-22 Track installation replacement method and train for carrying out the method Active EP3161211B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ATA496/2014A AT515547B1 (en) 2014-06-24 2014-06-24 Method of renewing a track
PCT/EP2015/001060 WO2015197153A1 (en) 2014-06-24 2015-05-22 Method for renovating a track

Publications (2)

Publication Number Publication Date
EP3161211A1 EP3161211A1 (en) 2017-05-03
EP3161211B1 true EP3161211B1 (en) 2018-09-12

Family

ID=53510824

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15734064.7A Active EP3161211B1 (en) 2014-06-24 2015-05-22 Track installation replacement method and train for carrying out the method

Country Status (6)

Country Link
US (1) US10458072B2 (en)
EP (1) EP3161211B1 (en)
CN (1) CN106460347B (en)
AT (1) AT515547B1 (en)
EA (1) EA034099B1 (en)
WO (1) WO2015197153A1 (en)

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CN108002252A (en) * 2017-11-29 2018-05-08 攀钢集团工程技术有限公司 A kind of hanging method of Along Railway construction
CN108221513B (en) * 2017-12-26 2019-04-02 常州市瑞泰工程机械有限公司 A kind of railroad turnout steel rail construction Transport Machinery
CN108894065B (en) * 2018-07-18 2020-07-14 中铁十八局集团有限公司 Laying method for long steel rail through one-time pushing into groove
RU195207U1 (en) * 2019-10-17 2020-01-17 Общество с ограниченной ответственностью "Конструкторское Бюро "Тулажелдормаш" (ООО "КБ "Тулажелдормаш") Loading complex
RU195208U1 (en) * 2019-10-17 2020-01-17 Общество с ограниченной ответственностью "Конструкторское Бюро "Тулажелдормаш" (ООО "КБ "Тулажелдормаш") Universal loading complex
CN111645733A (en) * 2020-04-21 2020-09-11 卡斯柯信号有限公司 Automatic adjustment method for train track
CN111593622A (en) * 2020-06-04 2020-08-28 中铁工程机械研究设计院有限公司 Track panel laying unit and track panel laying method
CN116281579A (en) * 2023-05-16 2023-06-23 安徽建筑大学 Sleeper handling device for railway construction

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EP0721026A1 (en) * 1995-01-03 1996-07-10 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Machine and installation for performing operations on a railway track
DE29515354U1 (en) * 1995-09-26 1997-01-30 Wiebe Hermann Grundstueck Vehicle for loading rails
DE29922202U1 (en) * 1999-12-07 2000-08-24 Plasser Bahnbaumasch Franz Machine for depositing a track
EP2428611A2 (en) * 2010-09-10 2012-03-14 Ralf Zürcher Refurbishment method for the multi-layer substructure of rail sections

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DE3117898A1 (en) * 1980-07-24 1982-03-04 Franz Plasser Bahnbaumaschinen-Industriegesellschaft mbH, 1010 Wien DRIVABLE PLANT AND METHOD FOR RENOVATING THE SIDELINE
DE3276185D1 (en) * 1982-11-09 1987-06-04 Scheuchzer Fils Auguste Track installation replacement method and train for carrying out the method
AT406970B (en) * 1993-09-17 2000-11-27 Plasser Bahnbaumasch Franz MACHINE FOR PREPARING WELDING WORK ON A TRACK
US5664498A (en) * 1995-10-31 1997-09-09 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Track renewal machgine
AT3917U3 (en) * 2000-07-13 2001-08-27 Plasser Bahnbaumasch Franz MACHINE FOR RENEWING A TRACK
AT3918U3 (en) * 2000-07-13 2001-08-27 Plasser Bahnbaumasch Franz MACHINE FOR RENEWING A TRACK
FR2845701B1 (en) * 2002-10-10 2005-01-28 Europ De Travaux Ferroviaires METHOD OF INSTALLING A RAILWAY ON A PLATFORM
DE502006008191D1 (en) * 2005-08-11 2010-12-09 Plasser Bahnbaumasch Franz MACHINE FOR RENEWING A TRAIL
CH700126B1 (en) * 2008-12-16 2013-01-31 Matisa Materiel Ind Sa Machine and method for renewing a track.

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0721026A1 (en) * 1995-01-03 1996-07-10 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Machine and installation for performing operations on a railway track
DE29515354U1 (en) * 1995-09-26 1997-01-30 Wiebe Hermann Grundstueck Vehicle for loading rails
DE29922202U1 (en) * 1999-12-07 2000-08-24 Plasser Bahnbaumasch Franz Machine for depositing a track
EP2428611A2 (en) * 2010-09-10 2012-03-14 Ralf Zürcher Refurbishment method for the multi-layer substructure of rail sections

Also Published As

Publication number Publication date
EA034099B1 (en) 2019-12-26
US20170121915A1 (en) 2017-05-04
EP3161211A1 (en) 2017-05-03
CN106460347A (en) 2017-02-22
CN106460347B (en) 2018-08-10
AT515547A4 (en) 2015-10-15
WO2015197153A1 (en) 2015-12-30
US10458072B2 (en) 2019-10-29
AT515547B1 (en) 2015-10-15
EA201600669A1 (en) 2017-04-28

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