EP0619400B1 - Maschine zur Bearbeitung einer Schotterbettung bzw. eines Planums - Google Patents

Maschine zur Bearbeitung einer Schotterbettung bzw. eines Planums Download PDF

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Publication number
EP0619400B1
EP0619400B1 EP94890052A EP94890052A EP0619400B1 EP 0619400 B1 EP0619400 B1 EP 0619400B1 EP 94890052 A EP94890052 A EP 94890052A EP 94890052 A EP94890052 A EP 94890052A EP 0619400 B1 EP0619400 B1 EP 0619400B1
Authority
EP
European Patent Office
Prior art keywords
machine
track
longitudinal direction
drives
lifting device
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
EP94890052A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0619400A3 (de
EP0619400A2 (de
Inventor
Josef Theurer
Manfred Brunninger
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.)
Franz Plasser Bahnbaumaschinen Industrie GmbH
Original Assignee
Franz Plasser Bahnbaumaschinen Industrie 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.)
Filing date
Publication date
Application filed by Franz Plasser Bahnbaumaschinen Industrie GmbH filed Critical Franz Plasser Bahnbaumaschinen Industrie GmbH
Publication of EP0619400A2 publication Critical patent/EP0619400A2/de
Publication of EP0619400A3 publication Critical patent/EP0619400A3/de
Application granted granted Critical
Publication of EP0619400B1 publication Critical patent/EP0619400B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B27/00Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
    • E01B27/02Placing the ballast; Making ballastway; Redistributing ballasting material; Machines or devices therefor; Levelling means
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B27/00Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
    • E01B27/06Renewing or cleaning the ballast in situ, with or without concurrent work on the track
    • E01B27/10Renewing or cleaning the ballast in situ, with or without concurrent work on the track without taking-up track

Definitions

  • the invention relates to a machine for processing a ballast bed or of a formation for a track formed by rails and sleepers, with one Machine frames that can be moved continuously thanks to rail bogies on the track and a track lifting device arranged between two rail bogies, those for lifting the track by drives adjustable in height with the machine frame is connected, and a - around a cross machine direction Axis rotatable - rolling element for supporting the sleepers of the track.
  • Such a machine is already known from US-A-1,899,874, in connection with a ballast cleaning the track continuously with the help of the track lifting device is lifted off the ballast bed.
  • the track lifting device sets are made up of a large number of arranged one behind the other in the machine longitudinal direction Rolling elements put together by positioning them below the track for support serve the thresholds.
  • a machine for ballast cleaning is also known from CH-A-291134, the track lifting device consisting of two spaced apart in the cross-machine direction, skid-like sliding bodies is formed, which is below the track for support are positioned.
  • Another machine is already known from US-A-4,479,439 and is used for Replacing a track ballast bed with simultaneous application of a formation protection layer.
  • the continuously movable machine frame is at the end supported on rail bogies and with other transport vehicles to one System coupled, one of the trolleys for the purpose of increasing the span can be raised between the support points of the machine frame.
  • the track is raised to below the thresholds to create enough space for the bed processing units, that from a clearing chain to expose the formation as well as height-adjustable grading devices for leveling and compacting what has been dropped on the formation There is sand and gravel.
  • the track lifting device has for guidance or mounting of the track grate can be swiveled laterally at the desired height on, which is swung in like pliers from both sides under the rail head and remain in constant engagement with the rails. If necessary occurring changes in the rail cross section, such as when driving over a rail joint, however, the positive one Contact of these so-called roller tongs with the rail head disturbed are and thus the continuous support of the track is not guaranteed stay.
  • From US-A-3,179,062 is another machine for processing a track bed known, essentially from a below the track grate in the longitudinal direction there is a wedge-shaped, device having a frame.
  • This device is supported by height-adjustable, connected to the frame driven crawler tracks on the gravel or formation surface, which leveled by broaching tools located at the front end of the device becomes.
  • the vertical support or spacing of the track grate from the track bed takes place by two caterpillar tracks extending in the machine longitudinal direction, those in the area below the rails at the top of the frame of the device are arranged and press against the underside of the threshold or on this unroll while the device is being driven through the track bed.
  • a Vehicle that can be moved on the track above the device is with a power source and control unit and is equipped with the device via a Moved connection along the machine side. This also includes the weight of the vehicle on the crawler tracks on the bedding.
  • a Such use of machinery requires a very high track lift and causes an impermissible bending load, especially with heavy rails.
  • a similar device for leveling a ballast bed surface below a track grate is described in CA-A-523,843 and has one as horizontal Plate-trained, sled-like dozer blade, which behind one on the Rail-running machine inserted like a wedge between the track and the ballast and is tightened.
  • two long rows of rollers are mounted on the top of the shield, on which an endless chain is arranged in the longitudinal direction of the track and in the area below the rails roll on the underside of the sleeper.
  • the object of the present invention is to create a machine of the type mentioned at the beginning, with which the track is independent of rail irregularities, such as B. rail joints can be lifted safely and reliably.
  • This object is achieved with a machine of the generic type in that that the track lifting device runs perpendicular to the machine longitudinal direction, longer than a threshold length formed support body, which in Work deployment with the drives, which encompass the track in the cross-machine direction, forms only a structural unit supported on the machine frame, being the supporting body in the area of both opposite each other with respect to the cross machine direction Ends connected to supports in a machine longitudinal direction a common deflection point distanced from the drives universal joint swiveling with the machine frame are connected, and that the supports one on the machine frame hinged rotary actuator is assigned.
  • the track lifting forces are from the drives transferable to the underside of the sleepers, without making contact with the rails needed.
  • the track lifting device over the Drives supported only on the machine frame is one at a time secure circulation at all times during the continuous right of way an optional change of the track height in relation to the bed surface possible.
  • the suspension on the machine frame also becomes a nuisance Influencing the bedding surface under the track lifting device avoided.
  • the articulated training is particularly related stabilization of the track lifting device with a swivel drive as well as a lateral deflection of the structural unit in relation to the machine frame allows to track the track even when working through a curve easy to follow.
  • the track lifting device according to the invention relatively quick and easy to bring in or out of use, without cutting a rail track would be necessary for this.
  • the training according to claim 7 enables an even flatter training Roll element or the entire track lifting device while maintaining all other advantages.
  • the track can be achieved a long vacant lot with a particularly gentle and gentle bending line be raised.
  • the variant according to claim 9 is structurally simple ensures the automatic tracking of the device in the track arch, so that the rolling elements with respect to the longitudinal direction of the sleeper always unchanged are positioned on the track.
  • a machine 1 shown in FIGS. 1 and 2 for processing a ballast bed and a formation has an elongated machine frame 2 made of two articulated frame parts 3, 4 is formed and over a total three rail carriages 5 on one composed of rails 6 and sleepers 7 Track 8 is stored.
  • the direction of travel of machine 1 during work is indicated by an arrow 9.
  • Both the middle, in the area a hinge 10 of the machine frame 2 arranged rail chassis 5 as also the one at the rear end of the machine with regard to the direction of travel is included
  • Help not shown drives in the machine longitudinal direction relative to the machine frame 2 designed to be displaceable (see position shown in broken lines).
  • the front end of the machine 1 is with a driving cabin 11 and one behind this central power source 12 for all drives and work units the machine.
  • a plow arrangement 13 is immediately behind that foremost rail chassis 5 connected to the machine frame 2.
  • the rear frame part 4 of the machine 1 is bridge-shaped or cranked upwards formed and has three spaced apart in the machine longitudinal direction Track lifting devices 14, 15 and 16.
  • Each of these is one Rail undercarriage 5 adjacent front and rear track lifting devices 14 or 16 in a known manner with roll lifting tongs that can be rolled off the rail head 17 provided and via link rods 18 and attached to this lifting drives 19 height adjustable with the machine frame 2 or the frame part 4 connected.
  • 14 are in the region of the two track lifting devices and 16 each provided vertically adjustable, cantilever-like beams 20 which both longitudinal sides of the track 8 can be lowered and at their free ends with Brackets 21 are equipped.
  • the third, central track lifting device 15 is below an operator's cab 24 fastened to the machine frame 2 arranged and has a support body 25 with rolling elements 26 for support or support of the sleepers 7, as described in more detail with reference to FIG. 3 becomes.
  • a conveyor belt assembly 30 extends from the rear End of the machine 1 up to one arranged in the field of vision of the operator cabin 24 Throwing point 31 and serves to take over bedding material from to Machine 1 coupled transport carriage 32 and introduction of the material into Track 8.
  • the conveyor belt arrangement 30 with two discharge conveyor belts 33 provided, which can be pivoted horizontally on the machine frame via support rollers 34 2 are stored.
  • this drop conveyor belt 33 Below the drop end of this drop conveyor belt 33 is a funnel unit 35 which can be moved on the track 8 and which ensures that the discarded material is introduced between the sleepers 7 and don't pile up on this.
  • the funnel unit 35 is by means of a holding device 36 is lifted from the track 8 and stored.
  • Supporting body 25 of the track lifting device 15 running to the track level is somewhat longer formed as a threshold 7 and at both ends with one connected to the machine frame 2 or frame part 4 articulated drive 37.
  • the thus formed by support body 25 and drives 37, exclusively on the machine frame 2 supported unit 38 includes the track 8 in use, which can be raised using the drives 37.
  • the one in the area below the rails 6 connected to the support body 25, in the cross-machine direction from one another spaced two rolling elements 26 are unrollable in the machine longitudinal direction Crawler tracks 39 formed.
  • each point two by one in the cross-machine direction aligned axis 40 rotatable deflection rollers 41, which in the machine longitudinal direction at a distance corresponding to approximately two threshold divisions are spaced from each other (Fig. 2).
  • the diameter of the deflection rollers 41 is about half a threshold division.
  • the support body 25 is also in the area of both with respect to the cross machine direction opposite ends connected to supports 42 which in one in Machine longitudinal direction from the drives 37 distant common articulation point 43 can be pivoted about an all-round joint 44 with the machine frame 2 are connected. Between one of the supports 42 and the machine frame 2 is a swivel drive running perpendicular to the machine longitudinal direction 45 arranged by means of which the assembly 38 about a vertical axis of the joint 44 is pivotable. Both the drives 37 and the supports 42 are connected to the support body 25 in a detachable manner, the articulation of the drives 37 and supports 42 each centrally between the two in the machine longitudinal direction Deflected pulleys 41 of a crawler belt 39 on the support body 25 is provided.
  • the variant of a track lifting device 46 shown in FIG. 4 has a supporting body 47, the frame 8 which surrounds the track 8 in the operating position 48 is formed.
  • a lower, horizontal machine cross direction Beam 49 of this frame is equipped with rolling elements 50 while drives 51 for height adjustment of the track lifting device 46 on an upper one Beam 52 of the frame 48 is releasably attached to the (not shown) machine frame are articulated.
  • a vertical side part 53 of the frame is with the lower beam 49 also releasably connected and laterally swingable on the upper Beam 52 mounted to the track lifting device 46 in or out of use to bring.
  • the side part 53 and the opposite in the cross-machine direction Side part 54 of the frame 48 are each with guide rollers 55 connected, which are rotatable about a vertical axis 56 and during of the work assignment are in the immediate forehead area of the sleepers 7 or can be rolled on the threshold ends 57.
  • Fig. 5 shows a rolling element 58, which has a number of in the machine longitudinal direction rollers 59 arranged one behind the other is equipped. These are each rotatable about an axis 60 running in the cross-machine direction on a common axis Bearing bracket 61 attached, which in turn to a support body 62 around an axis 63 oriented in the cross-machine direction is rotatably mounted and is releasably connected to this.
  • the distance between two adjacent rollers 59 is each formed smaller than the width of a threshold 7.
  • the rolls 59 roll in work on the undersides of the sleepers 7, with the support body 62 additionally - as already described in FIG. 4 - guide rollers 64 are provided are.
  • the machine 1 is a different in the course of processing a Track bedding or a formation can be used.
  • Use variant is z. B. a protective layer of gravel or sand on the - previously completely cleared of the ballast using a cleaning machine - Ground level 65 installed.
  • the plow arrangement 13 is not used.
  • the middle rail carriage 5 is in the direction of travel foremost position shifted while the rear undercarriage 5 in opposite Direction is adjusted to the largest possible span for to create the track 8 to be lifted. This is now done using the roller lifting tongs 17 of the track lifting devices 14 and 16 lifted from the earth level 65, after which the central track lifting device 15 is brought into the operating position.
  • the lowered, on on the earth level 65 or on top of the already installed level protection layer Track 8 a work train over the installation site, ballast ballast withdrawn from Talbot wagons and the track grating completely filled.
  • the following Machine 1 now lifts track 8 again and leveled or compacted the thrown off and based on the plow arrangement 13 over the track cross section distributed bedding material analogous to the previously described working variant. It exists also the possibility, in addition to that upstream on the track grate Bulk material via the conveyor belt arrangement 30 also from the rear end of the machine supply material to the workplace.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Soil Working Implements (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
  • Lighting Device Outwards From Vehicle And Optical Signal (AREA)
  • Materials For Photolithography (AREA)
EP94890052A 1993-04-08 1994-03-04 Maschine zur Bearbeitung einer Schotterbettung bzw. eines Planums Expired - Lifetime EP0619400B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT72093 1993-04-08
AT720/93 1993-04-08

Publications (3)

Publication Number Publication Date
EP0619400A2 EP0619400A2 (de) 1994-10-12
EP0619400A3 EP0619400A3 (de) 1995-03-29
EP0619400B1 true EP0619400B1 (de) 1998-05-13

Family

ID=3498036

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94890052A Expired - Lifetime EP0619400B1 (de) 1993-04-08 1994-03-04 Maschine zur Bearbeitung einer Schotterbettung bzw. eines Planums

Country Status (12)

Country Link
US (1) US5435252A (es)
EP (1) EP0619400B1 (es)
CN (1) CN1066226C (es)
AT (1) ATE166120T1 (es)
AU (1) AU666807B2 (es)
CA (1) CA2120822C (es)
CZ (1) CZ32094A3 (es)
DE (1) DE59405934D1 (es)
ES (1) ES2118360T3 (es)
FI (1) FI108658B (es)
PL (1) PL173312B1 (es)
RU (1) RU2093632C1 (es)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB0406945D0 (en) * 2004-03-27 2004-04-28 W & D Mcculloch Rail track handling apparatus and method
DE102007037441B3 (de) * 2007-08-08 2009-01-22 Deutsche Gleis- Und Tiefbau Gmbh Gleisverfahrbarer Schüttgutverladewagen
AT511192B1 (de) * 2011-08-18 2012-10-15 Plasser Bahnbaumasch Franz Maschine zur erneuerung eines gleises
AT513824B1 (de) * 2013-02-25 2014-08-15 Plasser Bahnbaumasch Franz Maschine zur Reinigung von Schotter eines Gleises
RU2572485C1 (ru) * 2014-07-28 2016-01-10 Игорь Анатольевич Пухов Способ строительства и ремонта бесстыкового пути, рельсошпальная решётка и путеукладочный поезд для его осуществления

Family Cites Families (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA523843A (en) * 1956-04-17 I. S. Fogelberg Tord Apparatus for lifting railway tracks
US1338681A (en) * 1920-02-10 1920-05-04 Dobson Daniel Jefferson Machine for ballasting railway-tracks
US1899874A (en) * 1930-07-28 1933-02-28 Lemaire Maurice Henri System for continuously cleaning the ballast of railway tracks
DE571197C (de) * 1932-03-25 1933-02-24 Rheinische Metallw & Maschf Vorrichtung zum OEffnen und Schliessen der Auswurfoeffnung fuer die Geschosshuelsen von gegen die Aussenluft gasdicht abgeschlossenen Geschuetzraeumen
CH291134A (fr) * 1950-03-10 1953-06-15 Lemaire Maurice Henri Procédé et machine pour la rénovation et l'amélioration du ballast des voies ferrées.
GB695900A (en) * 1950-03-10 1953-08-19 Maurice Henri Lemaire Improvements in or relating to methods of, and plants for, railroad ballast maintenance
US2725016A (en) * 1950-07-07 1955-11-29 Fogelberg Tord Ivar Svante Apparatus for lifting railway tracks
US2737901A (en) * 1950-11-17 1956-03-13 Drouard Jacques Machine for clearing away the ballast from under the railway track sleepers
FR1122989A (fr) * 1955-04-25 1956-09-14 Dégarnisseuse pour voies de chemin de fer
US3055309A (en) * 1957-10-28 1962-09-25 Lloyd E Moss Combination track lifting and ballast removing machine
US3179002A (en) * 1961-12-15 1965-04-20 Bausch & Lomb Projector system
AT345881B (de) * 1975-08-18 1978-10-10 Plasser Bahnbaumasch Franz Fahrbare maschine zum kontinuierlichen nivellieren und verdichten der schotterbettung eines gleises
AT379176B (de) * 1981-12-22 1985-11-25 Plasser Bahnbaumasch Franz Fahrbare anlage und verfahren zur kontinuierlich fortschreitenden sanierung des gleisunterbaues
AT398097B (de) * 1991-11-13 1994-09-26 Plasser Bahnbaumasch Franz Anlage zur herstellung einer planumschutzschichte

Also Published As

Publication number Publication date
RU94010053A (ru) 1996-06-10
CN1101692A (zh) 1995-04-19
FI108658B (fi) 2002-02-28
DE59405934D1 (de) 1998-06-18
CA2120822A1 (en) 1994-10-09
US5435252A (en) 1995-07-25
RU2093632C1 (ru) 1997-10-20
AU666807B2 (en) 1996-02-22
ATE166120T1 (de) 1998-05-15
AU5929994A (en) 1994-10-13
CZ279539B6 (cs) 1995-05-17
CA2120822C (en) 2004-11-09
CN1066226C (zh) 2001-05-23
FI941603A0 (fi) 1994-04-07
FI941603A (fi) 1994-10-09
EP0619400A3 (de) 1995-03-29
CZ32094A3 (en) 1995-05-17
PL173312B1 (pl) 1998-02-27
EP0619400A2 (de) 1994-10-12
ES2118360T3 (es) 1998-09-16

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