EP1069240A1 - Machine de bourrage mobile - Google Patents

Machine de bourrage mobile Download PDF

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Publication number
EP1069240A1
EP1069240A1 EP00114220A EP00114220A EP1069240A1 EP 1069240 A1 EP1069240 A1 EP 1069240A1 EP 00114220 A EP00114220 A EP 00114220A EP 00114220 A EP00114220 A EP 00114220A EP 1069240 A1 EP1069240 A1 EP 1069240A1
Authority
EP
European Patent Office
Prior art keywords
tamping
rail
tools
mobile
pressure
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.)
Granted
Application number
EP00114220A
Other languages
German (de)
English (en)
Other versions
EP1069240B1 (fr
Inventor
Dieter Konecny
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 EP1069240A1 publication Critical patent/EP1069240A1/fr
Application granted granted Critical
Publication of EP1069240B1 publication Critical patent/EP1069240B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E01B27/12Packing sleepers, with or without concurrent work on the track; Compacting track-carrying ballast
    • E01B27/13Packing sleepers, with or without concurrent work on the track
    • E01B27/16Sleeper-tamping machines

Definitions

  • the invention relates to a mobile tamping machine with several drives available and vibratable tamping tools, the tamping tool on darning picks on both sides of the respective threshold which, when activated, plunge into the ballast of the track substructure and stuff the gravel under the threshold.
  • Such a tamping machine is known for example from EP 0 455 179, in which the tamping pimples near the rails are located outside the space between the rails work, is arranged transversely to the rails to the outside, and For example, to be able to stuff turnout areas where tracks from Branch the regular track profile outwards. Since only in the near-rail Zones of the sleepers are positioned only these zones stuffed, the middle zone of the sleepers disadvantageously remains unprocessed, which creates voids and loosening of the thresholds in the middle area can.
  • the object of the invention in contrast, is a mobile tamping machine type mentioned in such a way that the ballast in the rail remote Area of the thresholds is solidified when tamping.
  • This task is in the mobile tamping machine of the aforementioned Art solved according to the invention in that the tamping tools transverse to the rails are movable, and that the tamping pick with increasing distance between the tamping tools work from the rails with reduced darning pressure.
  • the advantages of the invention are in particular that the tamping tools across can be moved to the rails, so that not only the rail near Areas of the sleepers, but also those further away from the rails lying areas are filled with gravel and therefore a solidified Show substructure. According to the stuffing pressure with which the Stuffing ax solidify the ballast, but with increasing distance from the Rails off; the areas near the rail are therefore with a higher Darning pressure brought under the sleepers than the area further away from the rail.
  • two tamping tools are provided per rail, one Form the tamping unit.
  • the two tamping tools are to the left and right of each Rail arranged and can be from a first position near the rail move away from each other into a second position away from the rail, in which the Then work the tamping pick with less tamping pressure than in the first position.
  • the Place the two tamping tools provided per rail, i.e. per tamping unit when moving, preferably the same route in opposite directions Direction back, to carry out the movement are preferably pneumatic or hydraulic drives provided.
  • At least one tamping tool but preferably both tamping tools Tamping units from the second position away from the rail to an even more remote position drive third position, in which the tamping picks work with a tamping pressure that is different from the first and / or the second position.
  • the outer tamping tool to the sleeper head over the end of the Move the sleeper head out, then turn it 90 ° and in front of the Drive the sleeper head, then the sleepers with an adjustable darning pressure to plug at the head.
  • the stuffing pressure in the position or positions remote from the rail is preferred between 30% and 70%, especially between 40% and 60% of that Darning pressure with which the darning picks work in the position close to the rail.
  • Each tamping tool 14 has opposite tamping pick 16 on both sides of each threshold, whose working tips 17 are directed against the ballast (not shown).
  • Per Rail 4 is therefore a tamping unit 10 is provided.
  • Each tamping unit 10 consists of two tamping tools 14, the left and right at a short distance are arranged by the rail 4.
  • each tamping tool contains 14-in Rail direction opposite each other at a short distance - tamping pick 16, which can be lowered into the ballast from both sides of a threshold 1 and this Then fill threshold 1 with gravel.
  • the tamping pick 16 of the tamping tools 14 are supplied via drives and brought into a tamping motion.
  • the Drives act on the tamping pick 16 with a vibrating movement in order to Increase darning effect.
  • FIG. 4 and 5 are a top view of the working tips 17 of the tamping pick 16 and show the location of these working peaks relative to the rails and the Thresholds 1 again.
  • FIG. 4 corresponds to the representation according to FIG. 1;
  • Fig. 5 corresponds to the representation corresponding to FIG. 2.
  • the tamping tools 14 of the tamping units 10 are in one first position near the rail.
  • the tamping tools 14 can be by means of pneumatic or hydraulic drives (not shown) into a second, Move away from the rail position, which is shown in Figs. 2 and 5. In doing so the tamping tools 14 of each tamping unit 10 by a predetermined distance moved apart so that the distance between the tamping tools 14th is enlarged to the rail track 4 in question.
  • the outside Darning tool approaches the sleeper head, the darning tool on the inside 14 moves into the middle zone between the two rails 4.
  • the darning pick works $ 14 with a darning pressure, which is about 30% to 70%, particularly preferably 40% to 60% of the stuffing pressure with which the tamping picks work in the position close to the rail.
  • a darning pressure which is about 30% to 70%, particularly preferably 40% to 60% of the stuffing pressure with which the tamping picks work in the position close to the rail.
  • the stuffing pressure to other values is also in the area away from the rail lowerable.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Processing Of Terminals (AREA)
  • Primary Cells (AREA)
  • Treatment Of Sludge (AREA)
EP00114220A 1999-07-14 2000-07-03 Procédé de bourrage Expired - Lifetime EP1069240B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19932793A DE19932793C2 (de) 1999-07-14 1999-07-14 Verfahren zum Verfestigen von Schotter unter den Schwellen von Schienen
DE19932793 1999-07-14

Publications (2)

Publication Number Publication Date
EP1069240A1 true EP1069240A1 (fr) 2001-01-17
EP1069240B1 EP1069240B1 (fr) 2007-05-30

Family

ID=7914673

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00114220A Expired - Lifetime EP1069240B1 (fr) 1999-07-14 2000-07-03 Procédé de bourrage

Country Status (3)

Country Link
EP (1) EP1069240B1 (fr)
AT (1) ATE363563T1 (fr)
DE (2) DE19932793C2 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2245954C1 (ru) * 2003-09-22 2005-02-10 Государственное унитарное предприятие "Калужский завод "Ремпутьмаш" Шпалоподбивочный агрегат
RU2268332C2 (ru) * 2003-05-22 2006-01-20 Открытое Акционерное Общество "Российские Железные Дороги" Шпалоподбивочный агрегат
EP1741831A1 (fr) * 2005-06-29 2007-01-10 Scheuchzer S.A. Machine à rectifier et à consolider la position d'une voie de chemin de fer
CN111513938A (zh) * 2020-03-23 2020-08-11 北汽福田汽车股份有限公司 轮椅升降机及应用于轮椅升降机的方法、车辆

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE948514C (de) * 1954-02-14 1956-09-06 Wilhelm Waesche Ausbildung der Stopfplatten bei Gleisstopfmaschinen
US5007350A (en) * 1989-03-10 1991-04-16 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Universal mobile track leveling, lining and tamping machine
EP0455179A2 (fr) 1990-05-02 1991-11-06 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Machine de bourrage avec des unités de bourrage déplaçables dans la direction transversale de la voie

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE948514C (de) * 1954-02-14 1956-09-06 Wilhelm Waesche Ausbildung der Stopfplatten bei Gleisstopfmaschinen
US5007350A (en) * 1989-03-10 1991-04-16 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Universal mobile track leveling, lining and tamping machine
EP0455179A2 (fr) 1990-05-02 1991-11-06 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Machine de bourrage avec des unités de bourrage déplaçables dans la direction transversale de la voie

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2268332C2 (ru) * 2003-05-22 2006-01-20 Открытое Акционерное Общество "Российские Железные Дороги" Шпалоподбивочный агрегат
RU2245954C1 (ru) * 2003-09-22 2005-02-10 Государственное унитарное предприятие "Калужский завод "Ремпутьмаш" Шпалоподбивочный агрегат
EP1741831A1 (fr) * 2005-06-29 2007-01-10 Scheuchzer S.A. Machine à rectifier et à consolider la position d'une voie de chemin de fer
CN111513938A (zh) * 2020-03-23 2020-08-11 北汽福田汽车股份有限公司 轮椅升降机及应用于轮椅升降机的方法、车辆
CN111513938B (zh) * 2020-03-23 2021-07-20 北汽福田汽车股份有限公司 轮椅升降机及应用于轮椅升降机的方法、车辆

Also Published As

Publication number Publication date
DE50014360D1 (de) 2007-07-12
DE19932793A1 (de) 2001-02-01
ATE363563T1 (de) 2007-06-15
EP1069240B1 (fr) 2007-05-30
DE19932793C2 (de) 2001-11-08

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