EP0731216B1 - Procédé pour le bourrage des traverses d'une voie ferrée - Google Patents

Procédé pour le bourrage des traverses d'une voie ferrée Download PDF

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Publication number
EP0731216B1
EP0731216B1 EP96890015A EP96890015A EP0731216B1 EP 0731216 B1 EP0731216 B1 EP 0731216B1 EP 96890015 A EP96890015 A EP 96890015A EP 96890015 A EP96890015 A EP 96890015A EP 0731216 B1 EP0731216 B1 EP 0731216B1
Authority
EP
European Patent Office
Prior art keywords
tamping
sleepers
machine
track
threshold
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
EP96890015A
Other languages
German (de)
English (en)
Other versions
EP0731216A1 (fr
Inventor
Josef Theurer
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 EP0731216A1 publication Critical patent/EP0731216A1/fr
Application granted granted Critical
Publication of EP0731216B1 publication Critical patent/EP0731216B1/fr
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
    • 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
    • E01B27/17—Sleeper-tamping machines combined with means for lifting, levelling or slewing the track

Definitions

  • US Pat. No. 5,379,700 is specially designed for processing switch sections trained machine assembly known, which is made up of a Tamping machine with a multiple tamping unit and a couplable Additional tamping machine with a single sleeper tamping unit.
  • the additional tamping machine from uncoupled from the tamping machine and independent through its own travel drive method. With the tamping machine both in the trunk and Branch track compacted those threshold supports where the tamping ax can be quickly and easily immersed in the gravel.
  • the through the multiple tamping unit of the tamping machine are then moved through the independently movable additional tamping machine stuffed without lifting the track.
  • this combination switch sections can also be equipped with a powerful multiple tamping unit plug in.
  • US Pat. No. 3,744,428 also makes one of two in the machine longitudinal direction tamping machine formed one behind the other known, with each machine frame assigned a multiple tamping unit is.
  • the tamping unit that follows in the working direction is in the machine longitudinal direction slidably mounted.
  • the cramping becomes like this carried out that after tamping two neighboring sleepers by the front multiple tamping unit skips the entire machine two sleepers is advanced by a total of four sleepers. The in this way not blocked by the front multiple tamping unit
  • sleepers are each caused by the subsequent multiple tamping unit supports.
  • FIG. 7 it also known each of the two machine frames instead of a multiple tamping unit to assign two single-tamping units.
  • each tamping unit can be moved in the machine longitudinal direction on the machine frame stored. Additional tamping machines with two multiple tamping units are known from U.S. Patents 4,224,874, 3,595,170 and 3,494,297.
  • the object of the present invention is to create a suitable for stuffing a large number of sleepers on a track Process with which a particularly high tamping performance in connection with a precise and permanent track position can be achieved.
  • This object is achieved according to the invention with a method of the generic type Kind solved in that in a continuously cyclically repeating first tamping pass by lifting the track to a target position simultaneous stuffing of at least two each Emerging threshold groups, between which at most two sleepers are arranged, one in the cycle of the first Darning passages independent, carried out at a later date second tamping pass - while keeping the target position unchanged of the track - be stuffed.
  • Fig. 1 is the simultaneous tamping with a fourfold arrow 59 indicated by two threshold groups labeled x and y. Any of these The two threshold groups x and y comprise two immediately one after the other arranged sleepers (shown in full black). This simultaneous A total of four sleepers 22 are tamped in a first one Stuffing passage A, which is repeated cyclically in the working direction (arrow 3) (see dash-dotted lines of the quadruple arrow 59). The each between the two threshold groups x, y and in the first tamping pass A threshold not blocked is marked with z. Just before When the first tamping pass A is carried out, the track is raised 2 in the desired target position.
  • the track 2 is after the cycle of the first tamping passes A by 22 threshold groups each comprising two thresholds x, y supports, with x, y between each of these threshold groups an unstopped threshold z is positioned.
  • These individual thresholds z are in the second tamping passage B, which is completely independent of the first Stuffing passage A is carried out, without being influenced the track position corrected in the first tamping pass. While of the second plug passage B can be a contact pressure in the vertical direction on the rail 57 lying above the threshold z to be plugged be exercised.
  • Differentiate the stuffing passages A, B shown schematically in FIGS. 3 and 4 is characterized in that between the two two thresholds 22nd comprehensive threshold groups x, y a total of two in the longitudinal direction immediately adjacent thresholds z are located in the first tamping passage A not be supported. These two thresholds z - as through a double arrow 60 indicated in Fig. 4 - in the second tamping passage B supports without the A already performed in the first tamping passage Track position is affected.
  • this includes in the working direction front threshold group x a total of three immediately adjacent thresholds 22, while the rear threshold group y has two thresholds 22. This total of five thresholds 22 are corrected simultaneously Track position blocked (see arrow 61). In between is just the a threshold group having a single threshold 22, e.g. This is in second plug passage B is plugged.
  • the machine arrangement 1 shown in FIGS. 7 and 8 for stuffing of sleepers 22 of a track 2 consists of one with respect to the working direction (Arrow 3) upstream tamping machine 4 and a subsequent one Additional tamping machine 5 together. Both tamping machines 4,5 are through a coupling device 6 releasably connected to each other.
  • the tamping machine 4 which can be moved on rail bogies 11 - also as To designate main tamping machine - has one out of two by a joint 7 interconnected parts 8, 9 formed machine frame 10 on the driver's cab 12 are assigned at the end.
  • a drive unit 13 to power the various drives is located on the rear, Trailer-shaped part 9 of the machine frame 10.
  • Between the two rail bogies 11, which are bridge-shaped Support part 8 of the machine frame 10 is one in the machine longitudinal direction extending work frame 14 is provided. This supports itself with his rear end via a rail undercarriage 15 directly from track 2, while a front end 16 in a bearing 17 of the machine frame 10 is mounted for longitudinal displacement.
  • a sliding drive 66 is one Relative displacement in the machine longitudinal direction between the work frame 14 and machine frame 10 feasible.
  • On the work frame 14 are two in Multiple tamping units arranged one behind the other in the machine longitudinal direction 18,19 attached, each for simultaneous tamping of two immediately adjacent sleepers 22 as two-sleeper tamping units are trained.
  • Each multiple tamping unit 18, 19 has four in Machine longitudinal direction arranged one behind the other with tamping pick 20 provided tamping tools 21 for simultaneously tamping two immediately adjacent thresholds 22.
  • the by a vibration drive 23 vibrating stuffing tools 21 are each by its own Add-on drive 24 can be provided to carry out the tamping to one another.
  • Two in their starting position to perform the tamping located and can be provided with each other tamping pick 20 each a pair forming tamping tools 21 are at a threshold distance a from each other distant.
  • the two adjoining each other in the machine longitudinal direction Stuffing pick 20 of the two adjacent multiple tamping units 18, 19 are - regarding their position immediately before the cramming - also in a distance corresponding to a threshold distance a.
  • Drives 25 adjust the height of the two multiple tamping units 18.19 feasible.
  • a Central control device 34 for controlling the two multiple tamping units 18,19 and the two track lifting and straightening units 27 housed.
  • travel drives 35 are provided.
  • a marking device 36 e.g. for spraying paint in combination with a Threshold button 37 provided.
  • the additional tamping machine 5 a machine frame 39 supported on rail bogies 38. This is cranked upwards between the two rail carriages 38 formed and arranged by an upper, inclined at an angle to the track level Outline plane 40 limited.
  • the inclination of this outline plane is 40 such that their distance from an upper rail edge 41 at one - to Connection to the tamping machine 4 provided - end 42 of the machine frame 39 at most 3.5 meters and at the opposite end at most Is 2 meters.
  • the additional tamping machine 5 is just a single-sleeper tamping unit 43 and a work booth 44 provided with a control device 45.
  • the working cabin 44 is the same like the single-sleeper tamping unit 43 cranked upwards below one trained and inclined to the track level section 46 of the machine frame 39 arranged.
  • the height adjustable by a drive 47 Single-threshold tamping unit 43 is provided with tamping axes which can be provided with respect to one another 48 equipped for tamping a single threshold 22.
  • the additional tamping machine 5 is a detector 49 for automatic detection of a 50 designated threshold marker assigned.
  • a height adjustable On in the working direction rear end of the additional tamping machine 5 is a height adjustable and by a drive 51 rotatable sweeping brush 52 with a cross conveyor belt 53 arranged.
  • a drive 55 serves a motor 55.
  • the machine arrangement 1 is expediently coupled with the Additional tamping machine 5 to the tamping machine 4 together to the site method. As soon as this is reached, the additional tamping machine 5 of the tamping machine 4 uncoupled. With the front tamping machine in the working direction 4 is now carried out by loading the drive 35 continuous forward movement of the machine frame 10 during the Working frame 14 together with the multiple tamping units 18, 19 by intermittent Actuation of the sliding drive 66 gradually from Darning to darning is moved forward. Once the work frame 14 locally stands still, there is a simultaneous action on the drives 25 Lowering both multiple tamping units 18, 19 for simultaneous tamping two threshold pairs, between which a central threshold 22 lies, which is not supported with this group congestion.
  • Non-contact threshold switch 37 for threshold counting activated.
  • Threshold 22 for identification sprayed with paint, resulting in a Threshold mark 50 is formed.
  • the threshold marking 50 can of course also be direct in the area between the two multiple tamping units 18, 19 be performed.
  • the additional tamping machine 5 under Centering the single-sleeper tamping unit 43 above that with the sleeper marking 50 provided threshold 22 stopped.
  • the drives 47 of the two each associated with a rail 57 of the track 2 Single-threshold tamping units 43 are also used as residual tamping Understooding to be designated in the case of group stopping Threshold 22 not blocked by the upstream tamping machine 4.
  • the remaining obstruction is achieved in the control device 45 preselected tamping pressure, the tamping pick 48 in the auxiliary drives 58 is registered, ended.
  • the machine's right of way can also be stopped automatically as soon as the detector 49 registers a threshold marking 50 Has.

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

Claims (5)

  1. Procédé pour le bourrage par en dessous d'une pluralité de traverses d'une voie ferrée, caractérisé en ce qu'a lieu lors d'un premier passage de bourrage (A) répété d'une manière cyclique continuellement, par un relevage de la voie dans une position de consigne, un bourrage simultané par en dessous de deux groupes de traverses (x, y) comprenant respectivement au moins deux traverses (22) entre lesquels sont disposées au maximum deux traverses (z) qui sont bourrées par en dessous lors d'un deuxième passage de bourrage (B) indépendant du cycle des premiers passages de bourrage (A), effectué à un moment ultérieur, avec un maintien constant de la position de consigne de la voie ferrée.
  2. Procédé selon la revendication 1, caractérisé en ce qu'il est exécuté uniquement lors du premier passage de bourrage (A) une correction de la position d'assiette de voie ferrée.
  3. Procédé selon la revendication 1 ou 2, caractérisé en ce que le bourrage par en dessous des traverses restantes (z) est terminé automatiquement lors du deuxième passage de bourrage (B) après avoir atteint une pression de bourrage pouvant être sélectionnée préalablement.
  4. Procédé selon l'une des revendications 1, 2 ou 3, caractérisé en ce que les traverses (z) non bourrées par en dessous lors du premier passage de bourrage (A) sont pourvues pour le bourrage par en dessous lors du deuxième passage de bourrage (B) d'un marquage de traverse (50).
  5. Procédé selon l'une des revendications 1 à 4, caractérisé en ce qu'il est exercé pendant le deuxième passage de bourrage (B) une pression d'application dans la direction verticale sur le rail (57) situé au-dessus de la traverse (z) à bourrer par en dessous.
EP96890015A 1995-03-07 1996-02-05 Procédé pour le bourrage des traverses d'une voie ferrée Expired - Lifetime EP0731216B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT398/95 1995-03-07
AT39895 1995-03-07

Publications (2)

Publication Number Publication Date
EP0731216A1 EP0731216A1 (fr) 1996-09-11
EP0731216B1 true EP0731216B1 (fr) 1998-08-19

Family

ID=3489561

Family Applications (1)

Application Number Title Priority Date Filing Date
EP96890015A Expired - Lifetime EP0731216B1 (fr) 1995-03-07 1996-02-05 Procédé pour le bourrage des traverses d'une voie ferrée

Country Status (11)

Country Link
US (1) US5617793A (fr)
EP (1) EP0731216B1 (fr)
JP (1) JP3834092B2 (fr)
CN (1) CN1087049C (fr)
AT (2) ATE188755T1 (fr)
AU (1) AU698371B2 (fr)
CA (1) CA2171172C (fr)
CZ (1) CZ285362B6 (fr)
DE (1) DE59600443D1 (fr)
PL (1) PL180690B1 (fr)
RU (1) RU2114948C1 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CZ286585B6 (cs) * 1996-01-12 2000-05-17 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M. B. H. Podbíječka koleje
AT5705U3 (de) * 2002-07-04 2003-06-25 Plasser Bahnbaumasch Franz Stopfmaschine mit einem maschinen- und einem aggregatrahmen
AT5839U3 (de) * 2002-09-25 2003-09-25 Plasser Bahnbaumasch Franz Maschine und verfahren zum unterstopfen von schwellen eines gleises
ES2561928B1 (es) * 2014-04-11 2017-01-04 Ferrovial Agroman, S.A. Procedimiento de montaje de vías de ferrocarril

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT294168B (de) * 1964-11-30 1971-11-10 Plasser Bahnbaumasch Franz Fahrbare Gleisstopfmaschine und Verfahren zum Unterstopfen der Querschwellen eines Gleises
DE1534078B2 (de) * 1964-12-31 1975-11-27 Franz Plasser Bahnbaumaschinen- Industriegesellschaft Mbh, Wien Fahrbare Gleisstopf-, Nivellier- und Richtmaschine
AT321347B (de) * 1968-01-02 1975-03-25 Plasser Bahnbaumasch Franz Fahrbare Gleisstopfmaschine
AT313347B (de) * 1970-04-17 1974-02-11 Plasser Bahnbaumasch Franz Fahrbare Nivellier-Gleisstopfmaschine
AT336066B (de) * 1973-04-26 1977-04-12 Plasser Bahnbaumasch Franz Fahrbare nivellier-gleisstopfmaschine und verfahren zum stopfen und nivellieren eines gleises
AT345324B (de) * 1975-02-27 1978-09-11 Plasser Bahnbaumasch Franz Gleisstopfmaschine
AT346890B (de) * 1975-06-24 1978-11-27 Plasser Bahnbaumasch Franz Gleisverdicht- bzw. stopfmaschine
AT389132B (de) * 1987-09-04 1989-10-25 Plasser Bahnbaumasch Franz Kontinuierlich (non-stop) verfahrbare gleisbaumaschine
AT402307B (de) * 1993-01-27 1997-04-25 Plasser Bahnbaumasch Franz Maschinenanordnung zum unterstopfen eines gleises

Also Published As

Publication number Publication date
AU698371B2 (en) 1998-10-29
PL180690B1 (pl) 2001-03-30
DE59600443D1 (de) 1998-09-24
JPH08246404A (ja) 1996-09-24
US5617793A (en) 1997-04-08
CZ285362B6 (cs) 1999-07-14
JP3834092B2 (ja) 2006-10-18
RU2114948C1 (ru) 1998-07-10
PL313063A1 (en) 1996-09-16
CZ36396A3 (en) 1996-09-11
CN1135004A (zh) 1996-11-06
CA2171172A1 (fr) 1996-09-08
ATE188755T1 (de) 2000-01-15
EP0731216A1 (fr) 1996-09-11
CN1087049C (zh) 2002-07-03
CA2171172C (fr) 2005-12-20
ATE169977T1 (de) 1998-09-15
AU4589696A (en) 1996-09-19

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