EP0146164B1 - Verfahren zum Erneuern von Gleisweichen und Eisenbahnvorrichtung zu seiner Durchführung - Google Patents

Verfahren zum Erneuern von Gleisweichen und Eisenbahnvorrichtung zu seiner Durchführung Download PDF

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Publication number
EP0146164B1
EP0146164B1 EP84201688A EP84201688A EP0146164B1 EP 0146164 B1 EP0146164 B1 EP 0146164B1 EP 84201688 A EP84201688 A EP 84201688A EP 84201688 A EP84201688 A EP 84201688A EP 0146164 B1 EP0146164 B1 EP 0146164B1
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EP
European Patent Office
Prior art keywords
track
crossing
switch
girder
fact
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.)
Expired
Application number
EP84201688A
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English (en)
French (fr)
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EP0146164A1 (de
Inventor
Fritz Bühler
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.)
LES FILS D'AUGUSTE SCHEUCHZER SA
Original Assignee
LES FILS D'AUGUSTE SCHEUCHZER SA
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 date
Application filed by LES FILS D'AUGUSTE SCHEUCHZER SA filed Critical LES FILS D'AUGUSTE SCHEUCHZER SA
Priority to AT84201688T priority Critical patent/ATE31761T1/de
Publication of EP0146164A1 publication Critical patent/EP0146164A1/de
Application granted granted Critical
Publication of EP0146164B1 publication Critical patent/EP0146164B1/de
Expired legal-status Critical Current

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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

Definitions

  • the present invention relates to a method of renewing a railway apparatus according to the preamble of claim 1, as well as a train for the implementation.
  • a similar process is described in FR-A-1258437 concerning however the replacement of the sleepers of a railroad track, and in the train for implementing the process the lifting devices are gantries which are provided with means for traveling only on the service road after installation.
  • the gantries are integral with the beam and to bring them to the working place the beam is rolled which is provided with rolling means on the railroad track, while the gantries during this time are retracted.
  • FR-A-2448598 a method and a train are also described for the replacement of switches and crossings by means of two cranes traveling on the railway track and a beam suspended from the spiers facing two cranes. According to this process, we arrive at the location of the device to be replaced with the beam loaded with the new device, we rotate the beam 180 ° around a horizontal axis, we grab the old device, we rotate the beam still 180 ° to place the new device facing its location and we put it down.
  • the object of the present invention is to eliminate these drawbacks by proposing a method and an implementation train allowing the installation or the removal of a switchgear or of a part, without blocking the track parallel to the traffic by moving there. machines such as cranes and offering the possibility of respecting the gauge of the track when moving the set or set down track equipment.
  • the method according to the invention is characterized by the characterizing clause of claim 1.
  • the advantages of the process which is the subject of the present invention are the fact that the cranes are on the track containing the switchgear, thus leaving the parallel track free to traffic, that they can move on the auxiliary track, thus facilitating renewal and ensuring good stability of the train because of their spacing, that the apparatus is tilted during movements thus respecting the gauge of the track leaving parallel tracks free to traffic, in addition it is necessary to use the service rails by reducing to the normal spacing for sanitation of the ballast by conventional machines allows a rationalization of the work without resorting to special machines.
  • the new device is transported in the same way from the deposit location to the installation location.
  • the invention also relates to a train for implementing the method characterized by the characterizing clause of claim 2.
  • the same means which are used for movement on the service rails and which are preferably crutches orientable in the plane of the chassis and provided with undercarriages, are also provided with rail princes for the laying of rails. service.
  • the process and the implementation train also make it possible to minimize the number of people on the team responsible for the switchgear renewal operations, most of the operations being carried out by the 'through mechanical means.
  • undercarriages for running on the service rails are also adaptable for running on the normal track, which makes it possible to increase the stability of the cranes when transporting a track device.
  • the renewal train illustrated in fig. 1 comprises a first crane 1 mounted on a chassis 2 provided with devices 3 for traveling on track 4, a second crane 5 mounted on a chassis 6 provided on the one hand with devices 7 for traveling on track 4 and on the other hand undercarriages 8 for running on the service rails 9 and finally a beam 13 suspended at its ends from the two cranes 1 and 5.
  • the service rails 9 are arranged on either side of the apparatus 10 and sections of the adjacent track 4, that is to say connected by the track device 10 (fig. 2).
  • the undercarriages 8 are fixed to the ends of crutches 11 articulated to the chassis 6 of the crane 5.
  • the beam 13 is provided with gripping means 14 in the form of palliers for gripping the device 10 to be lifted.
  • FIG. 3 shows the track 4 in the absence of the device 10, and the service rails 9, at the location of the device, being ripped at normal spacing 9 'and assembled by spacing bars 9 "to ensure the continuity of the track and allow sanitation of the ballast and / or the platform by known machines.
  • the cranes 1 and 5 are each provided with a telescopic arm 15 equipped with an auxiliary winch 16 and a cable 17, as shown only for the crane 5 (fig. 4 and 5), making it possible to tilt the device. track lifted as will be described later.
  • the crane 1 respectively 5 is mounted on a pivoting plate 12 at 360 °.
  • At least one of the rolling devices 3 respectively 7 is provided with propulsion means to allow the movement of the train on track 4.
  • the chassis 6 of the crane 5 is provided at its ends with four crutches 11 and 11 'articulated to the chassis 6 by axes 18 perpendicular to the plane of the chassis 6.
  • the angular position of the crutches 11, 11' in the plane of the chassis 6 is provided by hydraulic cylinders 20 (fig. 5), a cylinder 20 being provided by stand.
  • a cylinder 20 being provided by stand.
  • At the free ends of four crutches 11, 11 ′ are suspended by jacks 19 from the undercarriages 8 able to run on the service rails 9, at least one of these undercarriages being provided with propulsion means (fig. 7) .
  • the gripping means 14 of the beam 13 formed by spreaders are provided with hooks 21 for gripping the track apparatus 10, as shown in FIGS. 6, 9 and 10.
  • FIGS. 6, 9 and 10 In fig. 6 shows a track apparatus 10 raised and inclined so that it remains inside the gauge G of the track.
  • the beam 13 is suspended from the movable pulleys 22 of the cranes 1 and 5 by articulations 23 (fig. 9 and 10) allowing the inclination of the beam 13 around an axis parallel to the plane of the track 4.
  • the inclination is obtained by the action of the cable 17 of each crane 1, 5 attached to a point 24 of a lifting beam 14, offset with respect to the axis defined by the two suspension joints 23 of the beam 13, driven by the auxiliary winch 16.
  • This same cable 17 makes it possible, when the apparatus 10 is lifted, to balance the load in a plane approximately parallel to that of the track 4.
  • several extendable spreaders 14 are provided. adjustable in width to adapt to the spacing of two non-parallel rails.
  • the hooks 21 (fig. 9) are positioned at the desired spacing by endless screws 27, to allow the gripping of the device 10 or its release.
  • the operation of the train according to the method is as follows: The train comes on track 4 to the location of the apparatus 10 while progressively laying the service rails 9, on both sides. In the example illustrated in fig. 2 the train comes from the left side (in the direction of arrow F) and during this time the two cranes 1 and 5 run on the normal track 4.
  • the beam 13 is above the track device 10 we do lower the suspension trains 8 by the suspension cylinders 19 so that they rest on the service rails 9 and to simultaneously lift the chassis 6 with its rolling devices 7 of track 4; then the device 10 is dismantled from the rest of the track 4, it is lifted with the beam 13 and the two cranes (fig. 4 and 5), and it is inclined by means of the winches 16 (fig. 6) .
  • the train leaves on the side where it came from (on the left of fig. 2) and the crane 5 crosses the area of the device deposited by rolling only on the service rails 9 by means of crutches 11, 11 ′ fitted with undercarriages 8 until the poor area of the track apparatus 10 is crossed, then the crane 5 can be lowered so that its running devices 7 are in contact with the normal track 4 and the crutches 11, 11 'and the undercarriages 8 return to their rest position.
  • the suspension cylinders 19 make it possible to absorb the variations in height of the service track constituted by the service rails.
  • the track apparatus 10 can be dismantled or lifted while the crane 5 rests on the normal track 4 by its running devices 7 and after the track device 10 is lifted and ready to be transported, the running gear 8 is brought into contact with the service rails 9. Of course if this latter operation is carried out before disassembling the track device 10 it increases the stability of the crane 5.
  • the new switchgear is brought to the site of the old one by the way and the reverse operations.
  • the ballast and / or the platform have been cleaned up by maintenance machines known per se.
  • the service rails 9 (fig. 3) can be assembled at the normal spacing 9 'to allow the movement of the sanitation machines.
  • the service rails 9 are moved aside to allow the train with the new track device 10 to cross the poor area of the track device, by means of crutches 11, 11 'and undercarriages. 8 and come and park above said area.
  • the arrival and departure of the train can be done in any direction.
  • the departure of the train with the track apparatus 10 must be done so that the crane 1, which is not equipped to run on the service rails 9, either at the head because it cannot cross the area of the track where the raised track device 10 was located.
  • the track apparatus 10 is of a very long length, it can be removed and brought back the new one by dismantling it in two or more parts. In this case it is necessary that the two cranes 1, 5 are able to roll on the service rails 9 in order to be able first to evacuate all the parts of the track apparatus 10 before bringing back the parts of the new apparatus, because in this case the distance between the two cranes 1 and 5 is less than the total length of the switchgear 10.
  • the undercarriages 8 can be constructed so that they can also run on the rails of the normal track 4. For this, we modify by the 'jacks 20 the angle of the crutches 11, 11' so that the undercarriages 8 are vertical to the rails of the track 4 and for the suspension jacks 19 they are lowered onto the rails of the normal track 4 .

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Vehicle Cleaning, Maintenance, Repair, Refitting, And Outriggers (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Mechanical Operated Clutches (AREA)
  • Jib Cranes (AREA)
  • Fittings On The Vehicle Exterior For Carrying Loads, And Devices For Holding Or Mounting Articles (AREA)
  • Dowels (AREA)
  • Carriers, Traveling Bodies, And Overhead Traveling Cranes (AREA)

Claims (8)

1. Verfahren zum Auswechseln einer Eisenbahnweiche oder -kreuzung, wonach beiderseits der Weiche (10) oder Kreuzung Arbeitsschienen (9) verlegt werden und die Weiche (10) oder Kreuzung oder ein Teil davon mit Hilfe eines Balkens (13) angehoben wird, welcher mit seinen Enden an zwei Hebevorrichtungen (1, 5) aufgehängt ist, von denen wenigstens eine mit Mitteln (8, 11, 11') zum Rollen auf den Arbeitsschienen (9) ausgerüstet ist, und wonach die Weiche (10) oder Kreuzung zum Ort, wo sie zerlegt wird, abtransportiert und die neue Weiche oder Kreuzung mit Hilfe des Balkens (13) und der beiden Hebevorrichtungen (1, 5) herangeschafft und verlegt wird, dadurch gekennzeichnet, dass als Hebevorrichtungen zwei Kräne (1, 5) verwendet werden, welche sich an den Enden der beiden durch die Weiche (10) oder Kreuzung verbundenen Abschnitte des Gleises (4) befinden, dass die angehobene Weiche (10) oder Kreuzung um eine wenigstens näherungsweise parallel zur Ebene des Gleises (4) orientierte Längsachse derart gekippt wird, dass sie sich innerhalb des Gleisdurchgangsprofils (G) befindet, dass nach dem Abtransport der Weiche (10) oder Kreuzung und vor dem Heranschaffen der neuen Weiche oder Kreuzung die Arbeitsschienen (9) auf die normale Spurweite (9') zusammengerückt und durch Abstandsstangen (9") miteinander verbunden werden, dass dann Bettungsreinigungs- und/ oder Untergründsanierungsarbeiten mit Hilfe an sich bekannter Gleisunterhaltungsmaschinen durchgeführt werden und dass danach die Arbeitsschienen (9) auf ihre Anfangsspurweite auseinandergerückt werden.
2. Umbauzug zur Druchführung des Verfahrens nach Anspruch 1, mit zwei Hebevorrichtungen (1, 5), die auf Rollvorrichtungen (8, 11, 11") installiert sind, von denen wenigstens eine zum Rollen auf den beiderseits der Weiche (10) oder Kreuzung verlegten Arbeitsschienen (9) eingerichtet ist, und mit einem Balken (13), der mit Greifervorrichtungen (14) zum Erfassen der Weiche (10) oder Kreuzung ausgerüstet und mit seinen Enden an den beiden Kranen (1, 5) aufgehängt ist, dadurch gekennzeichnet, dass die Hebevorrichtung Kräne (1, 5) sind, welche auf zum Rollen auf dem Gleis (4) eingerichteten Fahrwerken (3, 7) montiert sind und deren für die Arbeitsschienen (9) vorgesehene Rollvorrichtungen (8, 11, 11') auch zum Rollen auf dem Gleis (4) eingerichtet sind, dass der Balken (13) an den beiden Kränen (1, 5) mit Hilfe von Gelenken (23) aufgehängt ist und dass jeder Kran (1, 5) mit einer Hilfswinde (16) versehen ist, deren Seil (17) an einem Punkt (24) befestigt ist, der ausserhalb der die beiden erwähnten Gelenke (23) des Balkens (13) verbindenden Linie liegt, um einerseits ein Gleichgewicht beim Heben der Weiche (10) oder Kreuzung zu ermöglichen und andererseits die Weiche (10) oder Kreuzung neigen zu können, indem der Balken (13) um die durch die beiden erwähnten Gelenke (23) definierte Längsachse gedreht wird, die wenigstens näherungsweise parallel zur Ebene des Gleises (4) orientiert ist.
3. Umbauzug nach Anspruch 2, dadurch gekennzeichnet, dass die zur Bewegung auf den Arbeitsschienen (9) eingerichteten Mittel vier Stützfüsse (11, 11') sind, welche in der Nähe der vier Ecken eines den Kran (5) tragenden Chassis (6) angeordnet und mit Fahrgestellen (8) versehen sind, die vorzugsweise an den Stützfüssen (11, 11') mit Hilfe von Zylindern (19) aufgehängt sind, welche die Lage des Chassis (7) in bezug auf die Ebene des Gleises (4) einzustellen erlauben.
4. Umbauzug nach Anspruch 3, dadurch gekennzeichnet, dass die Stützfüsse (11, 11') am Chassis (6) um wenigstens näherungsweise senkrecht zur Ebene des Chassis (6) orientierten Achsen (18) drehbar angelenkt sind und dass Zylinder (20) zum Einstellen der Winkellage dieser Stützfüsse (11, 11') in der Ebene des Chassis (6) vorgesehen sind.
5. Umbauzug nach einem der Ansprüche 3 oder 4, dadurch gekennzeichnet, dass wenigstens eines der Fahrgestelle (8) mit einer Antriebsvorrichtung (M) ausgerüstet ist.
6. Umbauzug nach einem der Ansprüche 3 bis 5, dadurch gekennzeichnet, dass die Greifervorrichtungen (14) für den Balken (13) Krantraversen (14) sind, die in ihrer Länge einstellbar und mit Haken (21) versehen sind.
7. Umbauzug nach einem der Ansprüche 3 bis 6, dadurch gekennzeichnet, dass die Stützfüsse (11, 11') mit Mitteln (25, 26) zum Verlegen bzw. Entfernen der Arbeitsschienen (9) ausgerüstet sind, welche vorzugsweise aus einem Paar von Schienenzangen (25) bestehen, die durch Zylinder (26) einstellbar sind, welche jeweils an den vier Fahrgestellen (8) der Stützfüsse (11,11') montiert sind.
8. Umbauzug nach einem der Ansprüche 2 bis 7, dadurch gekennzeichnet, dass die zur Bewegung auf den Arbeitsschienen (9) eingerichteten Mittel (8, 11, 11') auch dazu eingerichtet sind, während des Transports einer Weiche (10) oder Kreuzung von der Arbeitsstelle zum Depot oder umgekehrt auf dem normalen Gleis (4) zu rollen, um die Stabilität der Kräne (1, 5) während dieses Transports zu erhöhen.
EP84201688A 1983-12-20 1984-11-21 Verfahren zum Erneuern von Gleisweichen und Eisenbahnvorrichtung zu seiner Durchführung Expired EP0146164B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT84201688T ATE31761T1 (de) 1983-12-20 1984-11-21 Verfahren zum erneuern von gleisweichen und eisenbahnvorrichtung zu seiner durchfuehrung.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH6768/83 1983-12-20
CH676883 1983-12-20

Publications (2)

Publication Number Publication Date
EP0146164A1 EP0146164A1 (de) 1985-06-26
EP0146164B1 true EP0146164B1 (de) 1988-01-07

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EP84201688A Expired EP0146164B1 (de) 1983-12-20 1984-11-21 Verfahren zum Erneuern von Gleisweichen und Eisenbahnvorrichtung zu seiner Durchführung

Country Status (8)

Country Link
US (1) US4627359A (de)
EP (1) EP0146164B1 (de)
JP (1) JPS60156802A (de)
AT (1) ATE31761T1 (de)
CA (1) CA1236724A (de)
DD (1) DD230035A5 (de)
DE (1) DE3468463D1 (de)
ES (2) ES8605605A1 (de)

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DE9304617U1 (de) * 1993-03-26 1994-04-28 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H., Wien Weichentransportwagen
ATE166681T1 (de) * 1994-05-10 1998-06-15 Plasser Bahnbaumasch Franz Anlage zum transportieren von gleisjochen
CZ285327B6 (cs) * 1995-03-16 1999-07-14 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M. B. H. Vozidlo pro stavbu koleje
DE19604153A1 (de) * 1996-02-06 1997-08-07 Butzbacher Weichenbau Gmbh Verfahren und Vorrichtung zum Transportieren eines Gleisabschnitts
DE19607958C2 (de) * 1996-03-01 2002-10-24 Butzbacher Weichenbau Gmbh Vorrichtung zum Transportieren eines Gleisabschnittes
EP0898016B1 (de) * 1997-08-13 2003-12-17 BWG GmbH & Co. KG Verfahren und Vorrichtung zum Transportieren eines Gleisabschnitts
AT500047B8 (de) * 2004-04-07 2007-02-15 Plasser Bahnbaumasch Franz Maschine zum transport von weichen sowie verfahren
DE502005008352D1 (de) * 2004-08-27 2009-11-26 Matisa Materiel Ind Sa
JP4405958B2 (ja) * 2005-11-25 2010-01-27 株式会社野田自動車工業所 橋桁の架設および撤去方法と橋桁工事用装置
GB2453754A (en) * 2007-10-17 2009-04-22 W & D Mcculloch Apparatus and methods for handling railway rails and ancillary components
KR100939899B1 (ko) * 2009-06-23 2010-01-29 라인호(주) 이동식 레일 시공방법 및 장치
AT511995B1 (de) * 2011-10-06 2013-07-15 Swietelsky Baugesellschaft M B H Eisenbahnkran
WO2014117324A1 (zh) * 2013-01-29 2014-08-07 中国十七冶集团有限公司 一种细长型压力连接条装卸方法及其装置
GB2524727A (en) * 2014-03-28 2015-10-07 Clayton Equipment Ltd Moving apparatus
DE102015116873B4 (de) * 2015-10-05 2017-04-13 Kirow Ardelt Gmbh Vorrichtung zum Auf- und Abladen eines Gleises mit einer Traverse und zumindest zwei Querarmen
FR3076840B1 (fr) * 2018-01-15 2020-01-03 Matisa Materiel Industriel S.A. Dispositif d'arrimage d'un appareil de voie ferree ameliore
JP7138812B2 (ja) * 2019-11-18 2022-09-16 広州地鉄設計研究院股▲分▼有限公司 多機能磁気浮上列車レールのレール搬送敷設機

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Also Published As

Publication number Publication date
ES538848A0 (es) 1986-03-16
ES289939Y (es) 1986-11-16
US4627359A (en) 1986-12-09
DE3468463D1 (en) 1988-02-11
ATE31761T1 (de) 1988-01-15
ES289939U (es) 1986-04-01
ES8605605A1 (es) 1986-03-16
JPS60156802A (ja) 1985-08-17
EP0146164A1 (de) 1985-06-26
CA1236724A (en) 1988-05-17
DD230035A5 (de) 1985-11-20

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