EP0424322B1 - Gleisschotterstopfmaschine - Google Patents

Gleisschotterstopfmaschine Download PDF

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Publication number
EP0424322B1
EP0424322B1 EP19900810792 EP90810792A EP0424322B1 EP 0424322 B1 EP0424322 B1 EP 0424322B1 EP 19900810792 EP19900810792 EP 19900810792 EP 90810792 A EP90810792 A EP 90810792A EP 0424322 B1 EP0424322 B1 EP 0424322B1
Authority
EP
European Patent Office
Prior art keywords
machine
track
axis
unit
frame
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 - Lifetime
Application number
EP19900810792
Other languages
English (en)
French (fr)
Other versions
EP0424322A1 (de
Inventor
Jörg Ganz
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
Publication of EP0424322A1 publication Critical patent/EP0424322A1/de
Application granted granted Critical
Publication of EP0424322B1 publication Critical patent/EP0424322B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • E01B27/00—Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
    • E01B27/12—Packing sleepers, with or without concurrent work on the track; Compacting track-carrying ballast
    • E01B27/13—Packing sleepers, with or without concurrent work on the track
    • E01B27/16—Sleeper-tamping machines

Definitions

  • the present invention relates to a machine for stuffing ballast of railway tracks and track apparatus comprising at least two packing aggregates each supporting a pair of tools working in opposition, arranged on either side of the same rail file. , each aggregate being movable independently of the other, in height, parallel to the track, as well as angularly about an axis at least approximately parallel to the axis of the track and articulated at the upper part of the aggregate.
  • the track devices over a large part have cross members of length much greater than the usual length because it is not possible, at least over a certain length, arrange the two concurrent tracks, namely the main track P and the deviated track S, on individual sleepers for lack of space.
  • the sleepers are raised by a certain height, of the order of one or two cm over their entire length, but the stuffing is only done on either side of the two rows of rails of the track on which the machine moves.
  • the tamping machine passes over the main track to carry out the stuffing and leveling of the main track but at the same time the part of the deviated track being on long sleepers is also raised and the part of the sleepers supporting the rails of the deviated track is cantilevered after the tamping and leveling of the adjacent main track.
  • the straight line in broken lines b indicates approximately in fig. 1 the maximum limit outside the main track P on which the external aggregate can stuff the sleepers.
  • the object of the present invention is to provide a device which makes it possible, when stuffing railway tracks, and in particular track apparatus, to reduce the overhang of long sleepers by allowing them to be wedged at a point located beyond from the axis of the track adjacent to the working track and near the outer rail on which the tamping machine moves.
  • the machine for stuffing railway tracks is characterized in that at least the aggregate disposed on the outside of the track is supported by a mobile device arranged and dimensioned to allow the displacement of the aggregate transversely in outside the gauge of the working track on which the machine moves, so as to stuff the ballast of an adjacent or deviated track on an area extending at least between the axis of said adjacent track and its line of outer rail.
  • this machine by providing a device allowing the movement of at least minus one aggregate, in particular of the exterior aggregate per rail file in a plane transverse to the track and outside the gauge of the track allows during the stuffing of the devices of the track to go beyond the axis of the adjacent track to wedge long sleepers.
  • this device gives greater flexibility for stuffing in difficult situations of the track devices even if it is not necessary to make a stuffing at a place located at a distance such as 2m60 from the axis. of the work path.
  • the device is a frame pivoting about an axis at least approximately parallel to the working track, thus making it possible to move the aggregate outside the gauge of the track and reach a point located beyond the axis of the deviated track to wedge the crosspiece.
  • the device consists of a frame suspended by two deformable parallelograms, the axes of articulation of the parallelograms with the machine, respectively with the frame also being at least approximately parallel to the working track.
  • the aggregate is suspended from the machine by two pairs of levers articulated around the axes at least approximately perpendicular to the plane of the working track.
  • the aggregate is suspended from two extendable arms arranged and arranged to deploy transversely to the track, one or both aggregates being suspended from the two arms.
  • the device is preferably actuated by at least one pneumatic or hydraulic cylinder, but other means can be used, for example at least one gear train located at the articulation of the support frame with the machine frame or the support frame. with the articulated parallelogram, for the second execution, which for its part, can pivot around its articulation with the chassis of the machine controlled either by one or more cylinders or also by at least one gear train.
  • FIG 2 there is shown a tamping machine in partial view on which there is the machine 1 rolling by two bogies 2 and 3 on a railway 4.
  • Two feelers 5 and 6 are shown on either side of the aggregate 7 equipped for stuffing the ballast of the railway.
  • the aggregate 7 can be like that described in the Swiss patent 507,415 or in the Swiss patent 511,979 mentioned above, or any similar aggregate but in any case allowing movement as well angular, transverse to the axis of the track as well as a displacement parallel to the axis of the track as described in the two aforementioned patents.
  • the aggregate is not suspended directly from the chassis of the machine 1 but it is known hanged on a frame 8 which for its part is articulated to the chassis of the machine 1 around the two articulation axes 8d and 8e thus making it possible to tilt the frame 8 transversely to the track and outside the track, so that the aggregate can come and work on the secondary track.
  • a frame is also provided on the opposite side for the opposite exterior aggregate.
  • the frame is composed of a horizontal beam 8a and two uprights 8b and 8c which are articulated at their lower ends by articulations 8d and 8e to the chassis of the machine 1 thus allowing by tilting of the frame in the transverse direction around the articulations 8d and 8e to move the aggregate 7 in the transverse plane and allow it to reach the ballast of the secondary track at a point located beyond the axis of the secondary track, that is to say at most at a distance of about 2m60 from the axis of the main track. All the movements that the aggregate 7 could make up to now while being suspended directly from the chassis of the machine 1, namely pendular displacement in the transverse plane and displacement parallel to the axis of the railway track are also possible with the aggregate hanging from frame 8.
  • FIG. 3 we have shown in profile an aggregate 70 different from that represented in FIG. 2 but equipped to perform the same movements, namely: in the direction transverse to the track, vertical displacement, vibrations, displacement parallel to the axis of the way.
  • a pair of aggregates has been represented above a pair of rails r1, r2, the interior aggregate 70 ′ is suspended from the chassis of the machine in a conventional manner and its pendular movement is controlled by a jack 71 'and guide means 72', 73 '.
  • the aggregate 70 is suspended from a frame 80a having a horizontal beam 80a and two beams 80b and 80c which are mounted by their lower parts at joints 80d and 80e to the chassis of the machine.
  • the beams 80b and 80c are slightly bent and near the elbow each part has an articulation 80f by which it is linked to a jack 9 (represented here by a dashed line) which for its part is articulated at a fixed point 9a of the chassis of the machine.
  • the pendulum movement of the aggregate 70 is ensured by a jack 71 and guide means 72 and 73.
  • the jack 72 can follow to allow the pendulum movement of the gregate in position 80 ', in addition to the other movements (parallel to the track and perpendicular).
  • the end 71a of the jack 71 is secured to a plate 74 sliding on a slide secured to the chassis of the machine 1 and controlled by a jack 75.
  • the jack 75 slides the plate 74 transversely to the track thus moving the end 71a of the jack 71 as well as the end 72a of the guide 72 to a position corresponding to the transverse movement of the aggregate 70 and allowing the jack 71 to control the aggregate 70 by giving it the full amplitude of its pendulum movement in the deployed position.
  • other equivalent means can be used for the same purpose.
  • the displacement of the frame 80 can also be obtained by means of a gear train at least one of which is directly integral with one of the joints 80d or 80e, preferably both, to allow the frame to tilt.
  • the angular position in the transverse plane of the aggregate 70 is also controlled either by a jack, one end of which is secured to the frame 80 or also by means of a gear train.
  • the inclination of the frame 24 relative to the arms 15 ′ to 16 ′′ as well as the inclination of the frame relative to the chassis of the machine can be obtained in different ways for example: by means of one or two cylinders resting, on the one hand, on the chassis of the machine and, on the other hand, on the frame 14 directly; either by jacks acting separately on the arms while resting on the machine chassis, the inclination of the frame 14 relative to the arms also being obtained by jacks resting, on the one hand, on the arms, and on the other hand, on the frame 14; it is also possible to obtain these rotations by means of gears acting on these different joints.
  • FIG. 5 we have represented a view similar to that of FIG. 4 except that the aggregate 12 is this time suspended from a frame 24 which itself is suspended from the machine by two pairs of levers 19, 20 and 21, 22 the axes of the articulations of the levers with the machine between them and the frame 14 being perpendicular or approximately perpendicular to the plane of the track.
  • the movement control can be obtained either by hydraulic or pneumatic cylinders, either by a gear train.
  • the aggregate 12 being suspended this time from a frame 25 which for its part is suspended from the chassis of the machine on a device comprising two rails 26, 27 comprising two extensions 26a and 27a tiltable to respect the size of the machine, for example upwards, in the folded position and which can be tilted in the transverse plane to allow the displacement of the frame and the aggregate above the secondary track S. It it should be noted that in this case it is possible to provide that the displacement of the aggregate 11 laterally is carried out simultaneously with the aggregate 12.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Soil Working Implements (AREA)

Claims (11)

  1. Gleisstopfmaschine zum Stopfen des Schotters bei Gleisen sowie Weichen und Kreuzungen, mit wenigstens zwei Stopfaggregaten (7; 70, 70'; 11, 12), von denen jedes ein Paar von Werkzeugen trägt, die gegenüberliegend arbeiten und beiderseits eines selben Schienenstrangs (r1, r2) angeordnet sind, wobei jedes Aggregat unabhängig vom andern in der Höhe (7; 70, 70'; 11, 12), parallel zum Gleis, sowie winkelmässig um eine wenigstens näherungsweise zur Gleisachse parallele Achse verstellbar ist, welche am oberen Teil des Aggregats angelenkt ist, dadurch gekennzeichnet, dass wenigstens das an der äusseren Seite des Gleises angeordnete Aggregat (7; 70; 12) durch eine bewegliche Vorrichtung (8, 8a, 8b, 8c; 80, 80a, 80b, 80c, 80d, 80f; 14, 15', 16, 15'', 16''; 19, 20, 21, 22, 24, 24''; 25, 25'', 26, 27) getragen wird, die dazu eingerichtet und so dimensioniert ist, dass sie die Verschiebung des Aggregats (7; 70; 12) quer ausserhalb des Durchgangsprofils des Arbeitsgleises erlaubt, derart, dass das Stopfen des Schotters eines benachbarten Gleises oder eines in eine Zone abzweigenden Gleises durchführbar ist, welche sich wenigstens zwischen der Achse des erwähnten benachbarten Gleises und seinem äusseren Schienenstrang (r2) erstreckt.
  2. Maschine nach Anspruch 1, dadurch gekennzeichnet, dass sie ein Paar von Aggregaten je Schienenstrang aufweist.
  3. Maschine nach einem der Ansprüche 1 oder 2, dadurch gekennzeichnet, dass die erwähnte Vorrichtung ein Rahmen (8, 8a, 8b, 8c; 80, 80a, 80b, 80c, 80d) ist, der um eine Achse (8d, 8e; 80f) drehbar montiert ist, die wenigstens näherungsweise parallel zur Achse des Arbeitsgleises liegt und am Chassis (1) der Maschine angelenkt ist.
  4. Maschine nach einem der Ansprüche 1 oder 2, dadurch gekennzeichnet, dass die Vorrichtung ein Rahmen (14) ist, der an der Maschine mit Hilfe zweier gelenkiger Parallelogramme (15', 16'; 15'', 16'') aufgehängt ist, deren Achsen, mit denen sie an der Maschine bzw. dem Rahmen (14) angelenkt sind, wenigstens näherungsweise parallel zur Achse des Arbeitsgleises orientiert sind.
  5. Maschine nach einem der Ansprüche 1 oder 2, dadurch gekennzeichnet, dass die Vorrichtung ein Rahmen (24) ist, der an der Maschine mit Hilfe zweier Paare von gelenkigen Armen (19, 20, 21, 22) aufgehängt ist, deren Gelenkachsen wenigstens näherungsweise senkrecht zum Arbeitsgleis orientiert sind.
  6. Maschine nach einem der Ansprüche 1 oder 2, dadurch gekennzeichnet, dass die Vorrichtung zwei ausziehbare Arme (26, 26a, 27, 27a) aufweist, die so angeordnet und betätigbar sind, dass sie quer zur Achse des Arbeitsgleises auseinander schiebbar sind, wobei diese Arme mit Mitteln zum Aufhängen des Aggregats versehen sind.
  7. Maschine nach Anspruch 6, dadurch gekennzeichnet, dass die beiden Aggregate (11, 12) oder ein Doppelaggregat je Schienenstrang an den erwähnten ausziehbaren Armen aufgehängt sind.
  8. Maschine nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, dass die erwähnte Vorrichtung durch wenigstens einen hydraulischen oder pneumatischen Zylinder betätigbar ist.
  9. Maschine nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass die erwähnte Vorrichtung durch wenigstens ein Rädergetriebe betätigbar ist.
  10. Maschine nach einem der Ansprüche 1 bis 9, dadurch gekennzeichnet, dass die Winkelverschiebung des äusseren Aggregats (70) mit Hilfe eines Zylinders (71) erzielbar ist, dessen eines Ende fest mit dem Aggregat und dessen anderes Ende fest mit einer Platte (74) verbunden ist, die auf einer Gleitführung des Chassis (1) der Maschine verschiebbar und durch Mittel (75) steuerbar ist, welche die Verschiebung der erwähnten Platte quer zum Gleis zu dem Zweck steuern, der Querverschiebung des Aggregats (70) zu folgen und diesem zu ermöglichen, dieselbe Amplitude der Winkelbewegung selbst ausserhalb des Durchgangsprofils aufrecht zu erhalten.
  11. Maschine nach Anspruch 10, dadurch gekennzeichnet, dass die Mittel, welche die Verschiebung der erwähnten verschiebbaren Platte steuern, einen Zylinder (75) aufweisen, der sich mit einem Ende auf der erwähnten Platte (74) und mit seinem anderen Ende auf dem Chassis (1) der Maschine abstützt.
EP19900810792 1989-10-20 1990-10-17 Gleisschotterstopfmaschine Expired - Lifetime EP0424322B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH382189A CH681027A5 (de) 1989-10-20 1989-10-20
CH3821/89 1989-10-20

Publications (2)

Publication Number Publication Date
EP0424322A1 EP0424322A1 (de) 1991-04-24
EP0424322B1 true EP0424322B1 (de) 1993-08-04

Family

ID=4264193

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19900810792 Expired - Lifetime EP0424322B1 (de) 1989-10-20 1990-10-17 Gleisschotterstopfmaschine

Country Status (6)

Country Link
EP (1) EP0424322B1 (de)
JP (1) JP2859948B2 (de)
AU (1) AU6481290A (de)
CH (1) CH681027A5 (de)
DE (1) DE69002580T2 (de)
ES (1) ES2043344T3 (de)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ATE117753T1 (de) * 1991-10-24 1995-02-15 Plasser Bahnbaumasch Franz Stopfaggregat.
AT402308B (de) * 1993-01-27 1997-04-25 Plasser Bahnbaumasch Franz Stopfmaschine
AT522456B1 (de) * 2019-10-08 2020-11-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Stopfaggregat zum Unterstopfen von Schwellen eines Gleises

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1255775A (fr) * 1959-04-29 1961-03-10 Plasser Bahnbaumasch Franz Perfectionnements apportés aux machines pour le bourrage du ballast des voies de chemin de fer
CH511979A (fr) * 1969-03-24 1971-08-31 Matisa Materiel Ind Sa Machine pour le bourrage du ballast des voies ferrées
CH632027A5 (fr) * 1979-10-05 1982-09-15 Sig Schweiz Industrieges Bourreuse de voies ferrees.
US4369712A (en) * 1979-10-12 1983-01-25 Canron Corporation Railroad tamping machine
CH640286A5 (fr) * 1981-02-24 1983-12-30 Sig Schweiz Industrieges Bourreuse de voie ferree.

Also Published As

Publication number Publication date
DE69002580T2 (de) 1994-03-31
DE69002580D1 (de) 1993-09-09
ES2043344T3 (es) 1993-12-16
EP0424322A1 (de) 1991-04-24
JPH03140501A (ja) 1991-06-14
JP2859948B2 (ja) 1999-02-24
CH681027A5 (de) 1992-12-31
AU6481290A (en) 1991-04-26

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