EP0108168B1 - Verfahren zum Auswechseln von einer Schienenwegeinrichtung und Bauzug zur Durchführung des Verfahrens - Google Patents

Verfahren zum Auswechseln von einer Schienenwegeinrichtung und Bauzug zur Durchführung des Verfahrens Download PDF

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Publication number
EP0108168B1
EP0108168B1 EP82201415A EP82201415A EP0108168B1 EP 0108168 B1 EP0108168 B1 EP 0108168B1 EP 82201415 A EP82201415 A EP 82201415A EP 82201415 A EP82201415 A EP 82201415A EP 0108168 B1 EP0108168 B1 EP 0108168B1
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EP
European Patent Office
Prior art keywords
elements
old
frame
new
waggon
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
EP82201415A
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English (en)
French (fr)
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EP0108168A1 (de
Inventor
Frédy Scheuchzer
Fritz Buehler
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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Application filed by LES FILS D'AUGUSTE SCHEUCHZER SA filed Critical LES FILS D'AUGUSTE SCHEUCHZER SA
Priority to DE8282201415T priority Critical patent/DE3276185D1/de
Priority to EP82201415A priority patent/EP0108168B1/de
Priority to AT82201415T priority patent/ATE26862T1/de
Publication of EP0108168A1 publication Critical patent/EP0108168A1/de
Application granted granted Critical
Publication of EP0108168B1 publication Critical patent/EP0108168B1/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 for the renewal of a switchgear and to the train for the implementation of this method.
  • the purpose of the present invention is to create a method and a device which allow rational change of the track apparatus and especially which make it possible to transport the old apparatus and the new one by a normal convoy which respects the gauge of the track without cutting the traffic on parallel tracks.
  • the method according to the invention is characterized in that the new switchgear is pre-assembled in the workshop in at least two elements, where appropriate with the exception of sleepers whose length exceeds a determined length or at least with the exception of the end crossmembers of elements exceeding a determined length, that these new elements and, where applicable, the isolated new sleepers, are transported to the site in a low-wagon, said elements being kept in an inclined position in which they do not protrude not the prescribed template, that the old device is separated into at least two elements corresponding to the new pre-assembled elements and that these old elements are lifted through the interior of an empty frame of a working wagon the internal length is greater than the length of the elements and the internal width of which can be increased to a value greater than the maximum width of the elements, after having if necessary removed é the old sleepers whose length exceeds a determined length or the end sleepers of the old elements exceeding a determined length, that these old removed elements are transported on another transport wagon lowered and kept in a position in which they do not exceed the
  • the method according to the invention makes it possible to completely pre-assemble in the workshop all the elements including the core element, except in exceptional cases. It is only for large switches that it may be necessary to remove, in addition to the longer crosspieces of the core element, some end crosspieces from the other elements, therefore in general from the intermediate element and from the blade element so that they can be transported to the workplace.
  • DE-A-2 228 196 discloses a renewal train provided with a frame wagon which is extendable laterally in order to allow the lifting or the laying of different elements of the track between the sides of the frame.
  • the lateral extension of the frame is done symmetrically at least with respect to an axis of the frame transverse to the track.
  • This symmetrical deployment of the frame is done, to the detriment of the gauge of the track, over the entire length of the frame, even for the renewal of a switch, of which only a small part has a length exceeding the gauge.
  • This deployment is all the more important when the renewal takes place on a curved part of the track.
  • the symmetrical deployment of the frame generates unnecessary bending forces on the two end crossmembers of the frame.
  • the train for renewing the switchgear is characterized by the characterizing clause of claim 4.
  • This process therefore makes it possible to install pre-assembled track devices, in two, preferably in three elements, to transport them in a rational manner in lowered wagons without exceeding the gauge and with normal trains, to exchange the material without occupying the parallel tracks therefore without interrupting the traffic and finally, thanks to the integral mechanization, by using a working time and a restricted manpower.
  • the proposed train allows by its asymmetrically extendable frame not to exceed the gauge of the track only where it is necessary, to better register the frame working on a curved section of the track, to limit unnecessary bending forces at least on one of the end crosspieces of the frame.
  • Figure 1 we can see an example of a switch or track device which, for the purposes of removal and installation has been divided into three elements: the core element A, the intermediate element B and finally the element of Blades C.
  • the length and width of these various elements are variable depending on the switchway considered and also according to their type, depending on whether it is a single or double switch or a crossing-junction.
  • a renewal train is used as illustrated in FIG. 2.
  • This train comprises a laying wagon 1, with an empty frame, supported by two bogies 2,3 and which will be described more in detail below, at least one wagon for transporting the new equipment 4, placed at the rear of the laying wagon 1 and at least one wagon for transporting the old equipment 5, placed at the front of the laying wagon Or vice versa.
  • These two transport wagons 4,5 are lowered and make it possible to transport a complete track device, pre-assembled in three elements. They are equipped with two bogies, shock and traction installation and an automatic brake, they can be incorporated in the freight trains.
  • Two gantries 6,7 can roll on rolling tracks 24 fixed on the wagon the pose 1 on the one hand and on the transport wagons 4, 5 on the other hand. These gantries 6,7 are connected together by a longitudinal beam 8 provided with three pairs of brackets 9, 9 ', 9 "with lifting winches 23 for handling the elements using cables 43 and hooks 34 ( fig. 1 0).
  • the laying wagon 1, according to FIG. 3, is formed by the empty laying frame comprising two longitudinal beams 10, 10 'connected to each other by two double telescopic end crossmembers 11, 12.
  • each pair of crosspieces 11, 12 is composed of two adjacent guide tubes 13, 13 ′, fixed to the bogie 2 or 3 by a common articulation axis 15 around which they can pivot, each guide tube 13, 13 'being intended to receive a telescopic tube 14, 14'.
  • the first telescopic tube 14 of each pair which cooperates with one of the guide tubes 13 is fixed to the lateral beam 10 while the other telescopic tube 14 'of each pair which cooperates with the other guide tube 13' is fixed to the side beam 10 '.
  • the lateral beams 10, 10 ′ can be moved telescopically relative to the chassis of the laying wagon to widen the frame to a value such that the elements of the old or new switchgear can be raised and lowered respectively. through this frame.
  • the control of these telescopic sleepers is carried out individually at by means of hydraulic cylinders not shown.
  • one or the other lateral beam or both can be moved independently and therefore the frame can be widened either symmetrically, that is to say while preserving the parallelism of the beams 10, 10 'in enlarging the telescopic crosspieces of the same value, either asymmetrically depending on the gauge of the track device to be manipulated, as for example illustrated in FIG.
  • the longitudinal beams 10, 10 ' are fixed on the ends 14a of the telescopic elements 14, 14' by in FIG. 3a.
  • the telescopic tubes 13, 13 ' are locked together and form a rigid frame with the beams 10, 10'.
  • Leg bogies 2, 3 on which this frame of the laying wagon 1 rests are equipped with shock and traction systems as well as an automatic brake.
  • One of the bogies is fitted with a diesel engine which drives a hydraulic pump for the various control systems of the laying wagon.
  • the gantries 6, 7 according to FIGS. 6 and 7 are constituted by two rolling elements 20 surmounted by columns 21 supporting the upper vault 22 which is adjustable in height by hydraulic jacks.
  • the two gantries 6, 7 are linked together by a longitudinal beam 8 which can move transversely with respect to them, on transverse beams 31, 32 according to the double arrow F of FIG. 8.
  • On this longitudinal beam 8 are mounted three pairs of pivoting brackets 9, 9 '9 "individually controlled by hydraulic cylinders and which are each equipped, as already mentioned, with their own lifting winch 23 with cable 43 and hook 34 (fig.10).
  • the element of the track device in the winch is preferably carried out by means of special spreaders easily adaptable to the different spacings of the track devices.
  • An example of a spreader 33 is illustrated in FIGS.
  • FIG. 9 we can see the great possibilities offered by the lifting system which makes it possible to lift, pivot, transport the element to be placed or deposited thanks to the independent control of the lifting winches 23 and to the transverse displacement of the longitudinal beam 8 in gantries 6, 7.
  • the sleepers alone can also be laid or removed using the gantry lifting system fitted for this purpose with a laying beam allowing the simultaneous transport of several sleepers.
  • Each gantry is equipped with a diesel engine which drives hydraulic pumps for the traction system, for the system of transverse carriage of the longitudinal beam 8 on the transverse beams 31, 32 for the hydraulic control of the brackets 9, 9 ', 9 "and lifting winches 23.
  • the procedure is as follows: before the renewal train arrives on site, the old switchgear must be dismantled by dismantling the fishplates or possibly cutting the rails in three parts of length equal to those of the new device and, if necessary, the end crossbars are unbolted, the length of which exceeds the allowed gauge.
  • the renewal train is then brought to the site for the removal of the old switch and the installation of the new one.
  • This exchange can be carried out piece by piece, that is to say that an old deposited element is immediately replaced by a new element without moving the laying wagon only the gantry cranes 6, 7 moving on the tracks 24 a first times according to arrow D (fig. 2) after removing the old element and a second time according to arrow P for installing the new element.
  • a second method is preferably applied which consists in depositing a first element , to replace it with an auxiliary track element of the same length 37, as illustrated in fig.3, to move the laying wagon to deposit the second element and replace it with another auxiliary track element, and so on. Then we proceed to the desired remediation works of the platform using known machines.
  • the gantries 6, 7 are maneuvered on the track until they occupy the position illustrated in FIG. 6, that is to say that they are on either side of the laying wagon 1.
  • the gantries 6, 7 are maneuvered on the track until they occupy the position illustrated in FIG. 6, that is to say that they are on either side of the laying wagon 1.
  • the telescopic crosspieces 11, 12 are actuated until the frame occupies the desired position.
  • the track element is hooked to the winches via spreaders 33 and the said element is lifted until it has passed through the frame wagon 1.
  • the lateral beams are replaced 10, 10 'in their initial position and the telescopic cross members are blocked in the closed position so as to allow the gantries 6, 7 to move according to the arrow D in FIG. 2 on the raceway 24 to transport the element disassembled on the transport wagon of old equipment 5. Meanwhile, the ballast can be leveled with a ballast harrow. Then, the set of gantries 6, 7 and longitudinal beam 8 is moved rearward to lift and transport according to arrow P in FIG. 2 the new element, which is operated by the winches in the manner illustrated in dashed lines on Figure 11.
  • This new element which has been previously assembled in the workshop, is possibly devoid of its end crosspieces if its length exceeds the length of the lowered part of the transport wagon. In this case, the insulated sleepers are laid with the gantries before the element of the switchgear.
  • Figure 8 we can see, schematically, showing only the silhouette of the elements comprising rails and sleepers, how they are stored, after handling, in the transport wagon 4 lowered; the elements are wedged using an articulated bar 25 and a lever 26.
  • the arches 22 of the gantry cranes 6, 7 are adjusted in height to allow the passage of the switchgear elements.
  • Wedges 27 mounted in the bottom of the transport wagon 4 ensure good positioning of the elements.
  • the end crosspieces of the elements exceeding the length of the lowered part of the wagon are not assembled in the workshop, but only on the site, this in order to reduce the bulk of the elements in the wagon illustrated in FIG. 7.
  • the invention is not limited to the example described in particular as regards the choice of the number of elements constituting the switchgear.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Train Traffic Observation, Control, And Security (AREA)

Claims (6)

1. Verfahren zur Erneuerung einer Eisenbahnweiche oder -Kreuzung, dadurch gekennzeichnet, dass die neue Weiche oder Kreuzung in der Werkstätte aus wenigstens zwei Elementen (A, B, C) vormontiert wird, gegebenenfalls mit Ausnahme von eine bestimmte Länge überschreitenden Schwellen oder mit Ausnahme der Schwellen am Ende derjenigen Elemente, welche eine bestimmte Länge überschreiten, dass diese neuen Elemente und gegebenenfalls die neuen isolierten Schwellen auf einem Tiefladewagen (4) zur Baustelle transportiert werden, wobei die Elemente (A, B, C) in einer geneigten Position gehalten werden, in der sie das vorgeschriebene Lichtraumprofil nicht überschreiten, dass die alte Weiche oder Kreuzung in wenigstens zwei, den vormontierten neuen Elementen entsprechende Elemente unterteilt wird, dass diese alten Elemente durch das Innere eines leeren Rahmens (10,10', 11,12.13,13', 14) eines Arbeitswagens (1) angehoben werden, dessen innere Länge grösser als die Länge der Elemente und dessen innere Breite bis zu einem Wert vergrösserbar ist, welcher grösser als die maximale Breite der Elemente ist, dass nachdem gegebenenfalls die alten, eine bestimmte Länge überschreitenden Schwellen oder die Schwellen am Ende derjenigen alten Elemente, welche eine bestimmte Länge überschreiten, demontiert worden sind, diese alten ausgebauten Elemente auf einem anderen Tiefladewagen (5) transportiert und in einer Lage gehalten werden, in welcher sie das vorgeschriebene Lichtraumprofil nicht überschreiten, und dass die neuen vormontierten Elemente über den erwähnten leeren Rahmen transportiert und durch diesen Rahmen abgesenkt und verlegt werden, gegebenenfalls nachdem die neuen isolierten Schwellen verlegt wurden.
2. Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass ein erstes Element der alten Weiche oder Kreuzung angehoben wird und dass das entsprechende neue Element direkt verlegt wird, nachdem der Schotter planiert wurde, und dass nachdem der Rahmenwagen (1) verschoben wurde, das zweite Element erneuert wird, und so fort.
3. Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass das erste Element (A) der alten Weiche oder Kreuzung angehoben wird, dann, nachdem ein Hilfsgleis (37) verlegt wurde, der Rahmenwagen (1) verschoben und das zweite Element (B) angehoben wird, usw., dass der Schotter gesiebt oder gegebenenfalls das Planum mittels bekannter Maschinen, die sich auf dem Hilfsgleis bewegen, saniert wird, und dass dann das Hilfsgleis (37) abschnittsweise durch die neuen vormontierten Elemente ersetzt wird.
4. Bauzug zur Durchführung der Erneuerung einer Eisenbahnweiche oder -Kreuzung nach Anspruch 1, mit einem Verlegewagen (1), welcher mit einem leeren Rahmen versehen ist, bei welchem wenigstens ein seitlicher Träger in Bezug auf das Chassis des Verlegewagens teleskopisch verrückbar montiert ist, um die Rahmenbreite zu vergrossern, und mit auf allen Wagen montierten Laufschienen (24), auf denen Hebe- und Transportvorrichtungen (6, 7, 8) bewegt werden können, dadurch gekennzeichnet, dass die beiden Enden des leeren Rahmens jeweils aus Paaren von teleskopischen Traversen (11, 12) bestehen, die zwei benachbarte Führungsrohre (13,13') aufweisen, wobei die Führungsrohre jedes Paares auf einem Fahrgestell um eine gemeinsame Drehachse (15) schwenkbar montiert sind, dass eines der Teleskoprohre (14) jedes Paares an einem der seitlichen Träger ( 10) des Rahmens befestigt ist, während das andere Teleskoprohr (14') jedes Paares am anderen seitlichen Träger (10') des Rahmens befestigt ist, derart, dass der Rahmen symmetrisch oder asymmetrisch verbreitert werden kann, was es erlaubt, die erwähnten alten und neuen Elemente durch diesen Rahmen zu heben bzw. abzusenken, und dass der Bauzug beiderseits des Verlegewagens wenigstens einen Tiefladewagen (4, 5) zum Transport für die neuen bzw. die alten Elemente aufweist.
5. Bauzug nach Anspruch 4, dadurch gekennzeichnet, dass die seitlichen Träger (10, 10'), die teleskopisch verschiebbar montiert sind, mit Hilfe eines Gelenks (30) an den teleskopischen Rohren befestigt sind.
6. Bauzug nach Anspruch 4, dadurch gekennzeichnet, dass die Hebe- und Transportvorrichtungen aus zwei Portalkränen (6, 7) bestehen, welche durch einen Längsbalken (B) miteinander verbunden sind, der quer zu ihnen auf Querbalken (31, 32) verschiebbar ist, dass an diesem Längsbalken (8) wenigstens zwei Paare von mit Winden (23) versehenen Auslegearmen (9, 9', 9") montiert sind und dass jeder Auslegearm getrennt steuerbar und in einer horizontalen Ebene drehbar ist, um die Elemente ausserhalb der Mittellinie manipulieren zu können,
EP82201415A 1982-11-09 1982-11-09 Verfahren zum Auswechseln von einer Schienenwegeinrichtung und Bauzug zur Durchführung des Verfahrens Expired EP0108168B1 (de)

Priority Applications (3)

Application Number Priority Date Filing Date Title
DE8282201415T DE3276185D1 (en) 1982-11-09 1982-11-09 Track installation replacement method and train for carrying out the method
EP82201415A EP0108168B1 (de) 1982-11-09 1982-11-09 Verfahren zum Auswechseln von einer Schienenwegeinrichtung und Bauzug zur Durchführung des Verfahrens
AT82201415T ATE26862T1 (de) 1982-11-09 1982-11-09 Verfahren zum auswechseln von einer schienenwegeinrichtung und bauzug zur durchfuehrung des verfahrens.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP82201415A EP0108168B1 (de) 1982-11-09 1982-11-09 Verfahren zum Auswechseln von einer Schienenwegeinrichtung und Bauzug zur Durchführung des Verfahrens

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EP0108168A1 EP0108168A1 (de) 1984-05-16
EP0108168B1 true EP0108168B1 (de) 1987-04-29

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EP82201415A Expired EP0108168B1 (de) 1982-11-09 1982-11-09 Verfahren zum Auswechseln von einer Schienenwegeinrichtung und Bauzug zur Durchführung des Verfahrens

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EP (1) EP0108168B1 (de)
AT (1) ATE26862T1 (de)
DE (1) DE3276185D1 (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015197153A1 (de) 2014-06-24 2015-12-30 Plasser & Theurer Export Von Bahnbaumaschinen Gesellschaft M.B.H. Verfahren zur erneuerung eines gleises

Families Citing this family (10)

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Publication number Priority date Publication date Assignee Title
ATE31761T1 (de) * 1983-12-20 1988-01-15 Scheuchzer Fils Auguste Verfahren zum erneuern von gleisweichen und eisenbahnvorrichtung zu seiner durchfuehrung.
AT383839B (de) * 1984-04-10 1987-08-25 Plasser Bahnbaumasch Franz Fahrbare anlage und verfahren zum aufnehmen und bzw. oder verlegen von gleisjochen
AU648081B2 (en) * 1991-06-04 1994-04-14 Air Water Inc., Method of nitriding steel
AT5706U1 (de) * 2001-05-07 2002-10-25 Vae Eisenbahnsysteme Gmbh Verfahren zum einbauen von weichen in geleise sowie weiche zur durchführung dieses verfahrens
AT500047B8 (de) * 2004-04-07 2007-02-15 Plasser Bahnbaumasch Franz Maschine zum transport von weichen sowie verfahren
GB2423105A (en) * 2005-02-12 2006-08-16 Carillion Construction Ltd Method of laying an S & C crossover of a railway track
FR3024470B1 (fr) * 2015-10-28 2017-01-13 Matisa Materiel Ind Sa Systeme et procede de transport d'un appareil de voie
FR3046588B1 (fr) * 2016-01-07 2019-05-03 Societe Des Anciens Etablissements L. Geismar Systeme de bridage d'un troncon de voie ferree, notamment d'un appareil de voie ferree, sur au moins une plateforme de support d'un wagon de transport ferroviaire
AT519220B1 (de) 2016-11-04 2018-05-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Schienenfahrzeug mit Kranschienen für einen Portalkran
CN110499681B (zh) * 2019-09-17 2024-07-05 中铁第五勘察设计院集团有限公司 自动式分枕设备

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DE473732C (de) * 1929-03-21 Ardeltwerke G M B H Gleisausbauwagen mit einem die Einbaustelle ueberbrueckenden, auf zwei Fahrgestellen ruhenden Tragwerk
US1994717A (en) * 1930-10-28 1935-03-19 Maschf Augsburg Nuernberg Ag Method and device for transporting and laying railway switches
DE2228196C3 (de) * 1971-06-18 1979-03-22 Les Fils D'auguste Scheuchzer S.A., Lausanne (Schweiz) Einrichtung zum Auswechseln von Gleisjochen
DE2410718A1 (de) * 1974-03-06 1975-09-11 Knape Fritz Dipl Ing Verfahren und einrichtung zum ein- und ausbauen von weichen
FR2424361A1 (fr) * 1978-04-25 1979-11-23 Mercadier Paul Procede et appareillages de renouvellement d'appareils de voie ferree
DE2928151C2 (de) * 1979-07-12 1982-06-16 Bochumer Eisenhütte Heintzmann GmbH & Co, 4630 Bochum Ausbaugestell

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015197153A1 (de) 2014-06-24 2015-12-30 Plasser & Theurer Export Von Bahnbaumaschinen Gesellschaft M.B.H. Verfahren zur erneuerung eines gleises
EA034099B1 (ru) * 2014-06-24 2019-12-26 Плассер Энд Тойрер Экспорт Фон Банбаумашинен Гезельшафт М.Б.Х. Способ обновления рельсового пути

Also Published As

Publication number Publication date
DE3276185D1 (en) 1987-06-04
EP0108168A1 (de) 1984-05-16
ATE26862T1 (de) 1987-05-15

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