EP0060590B1 - Gleisumbaumaschine - Google Patents

Gleisumbaumaschine Download PDF

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Publication number
EP0060590B1
EP0060590B1 EP82200271A EP82200271A EP0060590B1 EP 0060590 B1 EP0060590 B1 EP 0060590B1 EP 82200271 A EP82200271 A EP 82200271A EP 82200271 A EP82200271 A EP 82200271A EP 0060590 B1 EP0060590 B1 EP 0060590B1
Authority
EP
European Patent Office
Prior art keywords
sleepers
fact
translation device
construction machine
machine according
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
EP82200271A
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English (en)
French (fr)
Other versions
EP0060590A1 (de
Inventor
Ivo Cicin-Sain
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.)
Matisa Materiel Industriel SA
Original Assignee
Matisa Materiel Industriel 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.)
Filing date
Publication date
Application filed by Matisa Materiel Industriel SA filed Critical Matisa Materiel Industriel SA
Priority to AT82200271T priority Critical patent/ATE10122T1/de
Publication of EP0060590A1 publication Critical patent/EP0060590A1/de
Application granted granted Critical
Publication of EP0060590B1 publication Critical patent/EP0060590B1/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
    • E01B29/05—Transporting, laying, removing, or renewing both rails and sleepers

Definitions

  • the present invention relates to a machine for building a railway, intended to work and / or move at least partially on sleepers without rails, comprising a translation device provided with at least one pair of devices rolling or sliding on the saddles or the countersinks of the sleepers devoid of rails, driven by means connected to the chassis of the machine, part of the load of the machine being supported during the work cycles by the translation device.
  • This renewal train for the replacement of old rails and / or old sleepers of a railroad track by new rails and / or new sleepers includes two trucks connected by a pivot resting on two extreme bogies and an intermediate bogie, the equipment for the removal of the old rails is placed between the first and the second bogie and the equipment for the removal of sleepers, the repair of the ballast, the laying of new sleepers and the laying of new rails is arranged between the second and the third bogie; the second bogie rests during the working cycles on a translation device provided with two devices sliding or rolling on the saddles or the crossmembers without rails and driven, by means connected to the chassis of the first truck.
  • the second bogie of this train When renewing a railway track the second bogie of this train is located just behind the equipment for removing the old rails and therefore must move in an area with old sleepers, the first bogie running on the old way and the third on the new way.
  • the displacement of the second bogie is made possible thanks to the mentioned translation device, which comprises a frame carrying the second bogie, fixed on two sliding pads on the saddles or the millings, of sleepers previously occupied by the old rails.
  • Guidance is provided by saddles or milling and any lag screws.
  • the spacing of two pads must correspond exactly to the spacing of rails for the guidance in the saddles to be effective.
  • roller devices can be used which must also be guided by the saddles or the countersinks and the lag screws.
  • the load acting on the central bogie and therefore on the travel device is large and makes the device vulnerable especially in curves where the stability of the assembly is compromised by the slope of the track, especially if it is a question of 'a narrow track.
  • the pressure exerted by the shoes or rollers which have a small width on the sleepers risks causing the destruction of these sleepers by compromising on the one hand the stability of the train, on the other hand causing the increase of costs if it is only a question of replacing the rails or if it is the first installation of a railway.
  • the renewal train can be used for laying a new railroad with some modifications.
  • the invention aims to provide a device for relieving the translation device, ensuring the stability of the balance of the machine even on slopes and on a narrow track and applicable not only to the mentioned renewal train but to any construction machine for a railway.
  • the site machine is characterized in that it comprises additional devices supporting the chassis of the machine by means of vertically extendable means for discharging the translation device from part of its load, that said additional devices are arranged parallel to and outside the lateral parts of the translation device, that they have a length equal to the length of the area occupied by at least three consecutive sleepers arranged along the railway track and that they are provided with means for resting and advancing on the extreme parts of the crosspieces.
  • a part of the load hitherto supported only by the translation device is transferred to the devices rolling on the ends of the sleepers; the load being transferred to a larger bearing surface, the pressure exerted on the sleepers is reduced; the increase in the support base has the effect of increasing the lateral stability of the train which is appreciable when it is a narrow track or when the work is carried out in curves; the minimum length of each device supporting the chassis load allows it to constantly support and roll on at least two cross-pieces which allows it to always move on the same plane, guaranteeing good stability; the device can be fixed by means which can be extended to any point on the chassis of the machine which is located at a point in the track fitted only with sleepers and makes it possible to relieve the other bearing points of their load.
  • the device used with the renewal train described above, allows the elimination of dynamic systems transferring the load to the extreme bogies.
  • the devices supporting the chassis of the truck which are in fact tracks or roller devices are coupled to the translation device by means allowing their vertical displacement to better follow the unevenness of the track and their drive parallel to the pads of the translation device.
  • the tracks or the rollers can match any unevenness in their raceway while being guided by the translation device.
  • the position of the translation device and consequently of the devices supporting the chassis can be corrected at any time, according to another variant, by means of a jack so that the rolling and sliding devices remain perpendicular to the crosspieces.
  • the translation device which will be designated for simplicity by the name sled comprises two roller skates 1 resting and rolling on the crosspieces 2 devoid of rails.
  • the saddles 3 possibly the countersinks and the lag screws laterally guide the roller skates.
  • On the skids 1 rests the second bogie 4 of the first truck.
  • the roller skates 1 are connected by two spacers 5 and 5 'fixed by pins or any other means on the projecting parts 6 of the skates 1 provided with a hole.
  • Two tracks 7 are arranged on either side of the sled. Each track essentially comprises a tread 8 and the two wheels 9 and 10 rotating about their axis 11 and 12.
  • the axes 11 and 12 pass through two trapezoidal plates 13 and 14 parallel, arranged on the lateral parts of the track 7.
  • a horizontal rectangular plate 15 retains the side plates 13 and 14.
  • the horizontal plate 15 is welded to the two side plates 13 and 14.
  • the horizontal plate 15 has a length less than the length of the side plates and its upper surface has the shape of a regular pyramid trunk, the upper base serving to support the lower end of a hydraulic or pneumatic cylinder 16 arranged vertically.
  • the other end of the jack 16 is fixed to the chassis 28 of the first truck.
  • the length of each track 7 is at least equal to the length of the area occupied by three consecutive sleepers so that it is permanently supported at least on two sleepers.
  • each track 7 The inner side plates 13 of each track 7 are each provided with two T-shaped slides 18 which collaborate with two U-shaped slides 17 whose ends have been folded inwards and which are fixed to the outer side parts of the tracks. roller skates 1 of the sled.
  • the slides 18, and the slides 17 are arranged so that the tracks 7 can move vertically.
  • the sled drive and guide device is composed of a frame 29 controlled by two jacks 19 and 20.
  • the frame 29 has a rectangular shape. Two of its parallel sides 21 and 22 are crossed at one of their ends by a horizontal axis 23 fixed on two parallel arms 25 and 26 of the chassis 28 of the truck.
  • the third side 24 of the frame 29 has the shape of a hollow cylinder and is slidably mounted on the axis 23.
  • the fourth side 27 of the frame 29 has an L-shaped cross section directed towards the direction of movement of the convoy.
  • a cylinder 19 resting on the chassis 28 of the truck and on the fourth side 27 of the frame 29 allows the installation of the sled drive device.
  • the jack 20 is supported on one side on the arm 26 of the chassis 28 and on the other side on a projecting part on the side 24 crossed by the axis 23. This jack 20 controls the lateral movement of the frame and consequently the lateral movement of the sled.
  • the bogie 4 After having placed the sled on the sleepers devoid of rails following existing rails, the bogie 4 is mounted on the sled by advancing or reversing the train.
  • the jacks 16 are adjusted so that part of the load supported hitherto by the sled is transferred to the tracks 7.
  • the automatic regulation means make it possible to adjust the displacements of the rods of the jacks 16 in order to prevent the sled is overloaded, and above all to avoid exceeding an angle of inclination which could compromise the stability of the train, especially if the work is carried out on a slope.
  • the jack 19 brings the fourth side 27 of the frame 29 to the low position.
  • the fourth side 27 of the frame 29 abuts against the spacer 5 of the sled and drives the latter during the advancement of the train.
  • the roller skates 1 are guided by the saddles 3 of the crosspieces 2 in turn driving and guiding the tracks 7.
  • the piston 20 makes it possible to correct the trajectory of roller skates 1 and of tracks 7 by moving the frame 29 to the right or to the left.
  • This correction is essential if the work is performed on a curve.
  • the means of coupling the tracks to the sled can be swing arms which also allow vertical movement of the tracks and their drive parallel to the pa roller tins 1.
  • the tracks 7 can be replaced by roller skates 30 (figs. 3 and 4).
  • Each roller skate 30 essentially comprises two rows of rollers 31 and a chassis 32.
  • the chassis 32 is composed of a sheet folded in a U and two blades 34 and 34 'parallel to the threads 35 and 36 and welded by one of their sides the along a center line of the third face 37 of the sheet.
  • the blades 34 and 34 ′ leave a space for housing the support point of the jack 16.
  • the two lateral faces 35 and 36 of the frame and the blades 34 are provided with holes regularly distributed over their length for the passage of the axes 38 of the rollers 31.
  • the axes 38 of the rollers 31 of a row are offset with respect to the axes 38 of the rollers of the second row by a distance approximately equal to the radius of a roller 31.
  • This arrangement provides a substantially flat tread over its entire length and allows regular advancement on a rough road.
  • Spacers 39 are arranged, regularly spaced, between the blades 34 and 34 'and the lateral faces 35 and 36 of the chassis 32.
  • Clearances are provided forwards and backwards on the lateral faces 35 and 36 of the chassis and of the blades 34 and 34 'to allow the device to climb onto or descend from an obstacle without the lower ends of the chassis abutting against the obstacle or the raceway.
  • the fulcrum of the jack 16 is located inside the chassis 32.
  • Four rectangular plates 40, 41, 42 and 43 are welded to the horizontal face 37 of the chassis 32 and form a rectangular housing.
  • the plates 40 and 41 are perpendicular and fixed by welding to the two blades 34 and 34 '.
  • Inside the rectangular housing formed by the four plates 40 to 43 is welded a rectangular steel block having a height equal to half the height of the housing.
  • Two horizontal blind holes 44 and 45 are provided for the passage of the axes 38 of the rollers 31, located on either side of the two plates 42 and 43.
  • the block is provided with a vertical bore 46 followed by a shoulder 47 and a second bore.
  • a recess 49 has a longitudinal section in the shape of a trapezoid and a cross section in the shape of a rectangle.
  • the rod of the jack 16 passes through an oblong opening 50 located on the horizontal face 37 of the chassis and comes to bear and hang inside the housing described by known means.
  • the oblong opening 50 and the recess 49 allow the actuator 16 to remain vertical while the shoe 30 can follow the unevenness of the raceway by tilting forward or backward.
  • the guide and the drive of the shoe 30 can be carried out by the same slide device 17 and slide 18 described for guiding and driving the tracks 7.
  • each oscillating arm 51 comprises two cylindrical parts 52 and 53 having at their ends two pins.
  • the two cylindrical parts 52 and 53 are connected by a trapezoidal plate 58.
  • On the underside 35 of the chassis 32 two ears 59 and 60 provided with a hole serve as bearings for the trunnions of the first cylindrical part 53.
  • the second cylindrical part 52 is fixed in the same way on two ears 61 and 62 fixed on the shoe 1. Two oscillating arms 51 are sufficient for driving and guiding each roller shoe 30.
  • the tracks 7 or the roller skates 30 allow the displacement of the boogie even in the absence of the sleepers because they are able to roll on uneven terrain.
  • the device described can be used with any site machine called to run on a railway track devoid of rails. It can also be used to relieve the load on the support points of a construction machine as long as a part of the chassis is above an area furnished only with sleepers. In this case the chassis of the machine rests on the sled by means of one or more jacks, the rest of the device being identical to that described.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Ceramic Products (AREA)
  • Aiming, Guidance, Guns With A Light Source, Armor, Camouflage, And Targets (AREA)
  • Processing Of Terminals (AREA)
  • Prostheses (AREA)
  • Soil Working Implements (AREA)
  • Lock And Its Accessories (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Control Of Vehicles With Linear Motors And Vehicles That Are Magnetically Levitated (AREA)

Claims (11)

1. Gleisbaumaschine, welche dazu eingerichtet ist, wenigstens teilweise auf nicht mit Schienen versehenen Schwellen zu arbeiten und/oder sich zu bewegen, mit einer Translationsvorrichtung (1), die mit wenigstens einem Paar von auf Unterlegplatten oder Ausfräsungen der schienenlosen Schwellen (2) rollenden oder gleitenden Einrichtungen versehen ist und von mit dem Gestell (28) der Maschine verbundenen Mitteln angetrieben wird, wobei die Translationsvorrichtung während der Arbeitsgänge einen Teil der Maschinenbelastung trägt, dadurch gekennzeichnet, daß sie zusätzliche Vorrichtungen (7, 30) aufweist, welche das Gestell (28) der Maschine mit Hilfe vertikal ausziehbarer Organe tragen, um die Translationsvorrichtung von einem Teil der Belastung zu entlasten, daß die erwähnten zusätzlichen Vorrichtungen (7, 30) parallel zu den Seitenteilen der Translationsvorrichtung und außerhalb dieser Seitenteile angeordnet sind, daß sie eine Länge haben, die gleich der Länge des von wenigstens drei längs des Gleises aufeinanderfolgenden Schwellen eingenommenen Abschnitts ist und daß sie mit Mitteln zum Abstützen und Vorrücken auf den Endbereichen der Schwellen (2) versehen sind.
2. Gleisbaumaschine nach Anspruch 1, dadurch gekennzeichnet, daß die Maschine ein Gleiserneuerungszug zum Ersetzen alter Schienen und/oder alter Schwellen durch neue Schienen und/oder neue Schwellen ist und zwei Wagengestelle aufweist, die durch ein Gelenk verbunden sind und auf zwei äußeren Fahrgestellen und einem mittleren Fahrgestell ruhen, daß die Ausrüstung zur Demontage der alten Schienen zwischen dem ersten und dem zweiten Fahrgestell angeordnet ist, daß die Ausrüstung zum Aufnehmen der Schwellen, zur Aufbereitung des Schotters, zum Verlegen der neuen Schwellen und zum Verlegen der neuen Schienen zwischen dem zweiten und dem dritten Fahrgestell angeordnet ist und daß das zweite Fahrgestell während der Arbeitsgänge auf der Translationsvorrichtung ruht.
3. Gleisbaumaschine nach einem der Ansprüche 1 oder 2, dadurch gekennzeichnet, daß die zusätzlichen Vorrichtungen (7, 30), die das Maschinengestell (28) tragen, mit der Translationsvorrichtung durch Einrichtungen (17, 18; 51) gekuppelt sind, welche ihre vertikale Verschiebung erlauben und ihren Antrieb parallel zu der auf den Unterlegplatten (3) oder den Ausfräsungen der Schwellen (2) gleitenden oder rollenden Einrichtung (1) gewährleisten.
4. Gleisbaumaschine nach einem der Ansprüche 1 oder 2, dadurch gekennzeichnet, daß die zusätzlichen Vorrichtungen (30), die das Maschinengestell (28) tragen, Rollgestelle sind.
5. Gleisbaumaschine nach einem der Ansprüche 1 oder 2, dadurch gekennzeichnet, daß die zusätzlichen Vorrichtungen (7), die das Maschinengestell (28) tragen, Raupenketten sind.
6. Gleisbaumaschine nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, daß die ausziehbaren Organe (16) hydraulische oder pneumatische Hebeböcke sind.
7. Gleisbaumaschine nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß die Kupplungseinrichtungen Schwingarme (51) sind.
8. Gleisbaumaschine nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß die Kupplungseinrichtungen ein Gleitstück mit T-Profil (18) aufweisen, welches vertikal im Innern einer entsprechenden Gleitschiene (17) gleitet, wobei Gleitschiene und Gleitstücke an den betreffenden, miteinander zu kuppelnden Vorrichtungen befestigt sind.
9. Gleisbaumaschine nach einem der Ansprüche 1 bis 8, dadurch gekennzeichnet, daß die ausziehbaren Organe (16) automatisch steuerbar und einstellbar sind, um die Stabilität der Maschine aufrechtzuerhalten und die Translationsvorrichtung zu entlasten.
10. Gleisbaumaschine nach einem der Ansprüche 1 bis 9, dadurch gekennzeichnet, daß das Antriebssystem (29) für die Translationsvorrichtung Mittel aufweist, um die rollenden und/oder gleitenden Einrichtungen (1) senkrecht zu den Schwellen (2) zu orientieren.
11. Gleisbaumaschine nach Anspruch 10, dadurch gekennzeichnet, daß das die rollenden und/oder gleitenden Einrichtungen (1) orientierende System ein horizontal angeordneter hydraulischer oder pneumatischer Druckzylinder (20) ist.
EP82200271A 1981-03-18 1982-03-03 Gleisumbaumaschine Expired EP0060590B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT82200271T ATE10122T1 (de) 1981-03-18 1982-03-03 Gleisumbaumaschine.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH1832/81 1981-03-18
CH183281A CH640904A5 (fr) 1981-03-18 1981-03-18 Machine de chantier d'une voie ferree.

Publications (2)

Publication Number Publication Date
EP0060590A1 EP0060590A1 (de) 1982-09-22
EP0060590B1 true EP0060590B1 (de) 1984-10-31

Family

ID=4219642

Family Applications (1)

Application Number Title Priority Date Filing Date
EP82200271A Expired EP0060590B1 (de) 1981-03-18 1982-03-03 Gleisumbaumaschine

Country Status (6)

Country Link
EP (1) EP0060590B1 (de)
AT (1) ATE10122T1 (de)
AU (1) AU8156882A (de)
CH (1) CH640904A5 (de)
DE (1) DE3261092D1 (de)
ZA (1) ZA821335B (de)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH646480A5 (fr) * 1982-03-12 1984-11-30 Canron Inc Crissier Train de pose d'une nouvelle voie ferree.
IT1179730B (it) * 1984-07-10 1987-09-16 Enrico Valditerra Convoglio per il rinnovamento di strade ferrate con mezzi di sostegno e di guida dell avanzamento
CN110130166B (zh) * 2019-05-27 2023-11-21 长春航泰智联科技有限公司 一种基于轨道交通作业的自行走铁轨打磨作业系统
FR3119402A1 (fr) * 2022-05-13 2022-08-05 MATISA Matériel Industriel SA Train de roulage pour un chariot de support d’une machine de pose ou de rénovation d’une voie ferrée muni de rouleaux, rouleau pour un tel Train de roulage et chariot de support comprenant au moins un tel train de roulage
FR3135439B1 (fr) * 2022-05-13 2024-05-17 Matisa Materiel Ind Sa Train de roulage pour un chariot de support d’une machine de pose ou de rénovation d’une voie ferrée et chariot de support comprenant au moins un tel train de roulage

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2419998A1 (fr) * 1978-03-15 1979-10-12 Canron Inc Train de renouvellement des voies ferrees

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT308797B (de) * 1970-06-01 1973-07-25 Plasser Bahnbaumasch Franz Fahrbare Einrichtung zum Verlegen und/oder Aufnehmen von Querschwellen eines Gleises
DE2309930A1 (de) * 1973-02-28 1974-08-29 Juergen Frenzel Vorrichtung zum verlegen von gleisabschnitten
CH600046A5 (de) * 1977-04-22 1978-06-15 Matisa Materiel Ind Sa
AT351069B (de) * 1977-09-02 1979-07-10 Plasser Bahnbaumasch Franz Fahrbare einrichtung zum kontinuierlichen aus- wechseln bzw. erneuern eines aus schienen und schwellen bestehenden gleises

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2419998A1 (fr) * 1978-03-15 1979-10-12 Canron Inc Train de renouvellement des voies ferrees

Also Published As

Publication number Publication date
DE3261092D1 (en) 1984-12-06
AU8156882A (en) 1982-09-23
ZA821335B (en) 1983-01-26
CH640904A5 (fr) 1984-01-31
EP0060590A1 (de) 1982-09-22
ATE10122T1 (de) 1984-11-15

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