EP2761088B1 - Verfahren zur sanierung einer schotterbettung eines gleises - Google Patents

Verfahren zur sanierung einer schotterbettung eines gleises Download PDF

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Publication number
EP2761088B1
EP2761088B1 EP12775436.4A EP12775436A EP2761088B1 EP 2761088 B1 EP2761088 B1 EP 2761088B1 EP 12775436 A EP12775436 A EP 12775436A EP 2761088 B1 EP2761088 B1 EP 2761088B1
Authority
EP
European Patent Office
Prior art keywords
gravel
clearing device
layer
ballast
track
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.)
Active
Application number
EP12775436.4A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2761088A1 (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.)
Plasser und Theurer Export Von Bahnbaumaschinen 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
Priority to PL12775436T priority Critical patent/PL2761088T3/pl
Publication of EP2761088A1 publication Critical patent/EP2761088A1/de
Application granted granted Critical
Publication of EP2761088B1 publication Critical patent/EP2761088B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E01B27/06—Renewing or cleaning the ballast in situ, with or without concurrent work on the track
    • E01B27/10—Renewing or cleaning the ballast in situ, with or without concurrent work on the track without taking-up track

Definitions

  • the invention relates to a method for rehabilitating a ballast bed of a track, wherein - a first, reusable bedding layer is taken and a cleaning is fed through a - with respect to a working direction, while parallel by a subsequent second clearing device to create a Erdplanums a to the upper bedding layer adjacent lower bedding layer is added and disposed of, with the resulting gravel is recycled as being dumped on the Erdplanum gravel layer for recycling.
  • EP 2 025 810 It is known to include a top layer of the ballast bed for recycling. The resulting during the cleaning gravel is dropped on the remaining ballast bed and added by a subsequent second clearing device together with reusable gravel. This is dropped behind a third clearing device on the exposed Erdplanum to form a lowermost layer of newly formed and cleaned ballast bedding.
  • EP 2 257 673 It is also known to store the incurred during a first cleaning gravel on the ballast between. This is taken together with still usable gravel of the ballast bedding and dropped to an exposed earth plane to form a layer of gravel.
  • the object of the present invention is now to provide a method of the type mentioned, with the reusable gravel can be recovered from the ballast bed in an efficient way in the course of a ballast cleaning.
  • both the gravel to be cleaned and the reusable gravel can be recorded together in a particularly simple and efficient manner. Due to the immediate removal of the gravel produced during the first cleaning process, an improved cleaning of the remaining gravel - gravel mixture is possible. The at Remaining gravel resulting from this subsequent cleaning process can be easily absorbed by the intermediate storage on the bedding while avoiding additional design effort for a substantially complete recycling.
  • One in the Fig. 1 and 2 illustrated machine 1 for rehabilitation of a ballast bed 2 is composed of several coupled together, movable on a track 3 vehicles 4 together.
  • a second clearing device 8 is arranged below, with the creation of a Erdplanums 9 adjacent to the upper bedding layer 7 lower bedding layer 10 is receivable.
  • Both clearing devices 6, 8 are formed here, for example, as an endless, around the track 3 guided Räumketten.
  • first screen 12 Immediately behind the first clearing device 6 is a feedable by a conveyor belt 11 first screen 12, which expediently is designed as a rotatable rollers having sieve.
  • first screening plant 12 as precipitation accumulating gravel 16 is conveyed via a number of conveyor belts 11 to a first discharge point 13, which - with respect to the working direction 5 - is located immediately behind the second clearing device 8.
  • a leveling and compacting device 14 for producing a resting on the Erdplanum 9 gravel layer 15 is provided.
  • a second, third, fourth and fifth screening plant 18 to 21 In the first screening unit 12 after disposal of gravel 16 remaining recyclable gravel 17 is fed via further conveyor belts 11 a second, third, fourth and fifth screening plant 18 to 21. For a thorough cleaning, i. a largely excretion of gravel remaining in the gravel 16, these sieves 18 to 21 are formed differently.
  • a crusher 22 is provided between the third and fourth screening plant 19, 20, for sharpening the ballast 17. The finally obtained after the fifth screening plant 21 and thus thoroughly cleaned gravel 17 passes through a plurality of conveyor belts 11 to a discharge point 23 which is positioned behind the second clearing device 8.
  • the machine 1 is moved continuously on the track 3 in the working direction 5.
  • the first clearing device 6 is adjusted with respect to the vertical so that only the reusable upper bedding layer 7 of the ballast bed 2 is received.
  • the subsequent second clearing device 8 is set such that the remaining lower bedding layer 10 of the ballast bed 2 is received and disposed of creating the Erdplanums 9.
  • gravel 16 is screened from the reusable ballast 17 of the upper bedding layer 7. This is immediately dropped in the working direction 5 behind the second clearing device 8 through the first discharge point 13 on the Erdplanum 9 and planed for the production of the gravel layer 15 and compacted.
  • the pre-cleaned by the first screening 12 ballast 17 is successively cleaned in the subsequent screening 18 to 21 further intensified, sharpened and washed.
  • This cleaning operations accruing and reusable residual gravel 25 is dropped in the working direction 5 before the first clearing device 6 on the gravel drop point 24 on the track 3 and subsequently taken together with the upper bedding layer 7 by the first clearing device 6.
  • the cleaning cycle described is repeated.
  • the second clearing device 8 carries out a continuous recording of the remaining lower bedding layer 10, which is supplied for disposal via conveyor belts 11, not shown.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Separation, Recovery Or Treatment Of Waste Materials Containing Plastics (AREA)
EP12775436.4A 2011-09-29 2012-09-04 Verfahren zur sanierung einer schotterbettung eines gleises Active EP2761088B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL12775436T PL2761088T3 (pl) 2011-09-29 2012-09-04 Sposób renowacji podsypki z tłucznia na torze

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ATA1408/2011A AT511472B1 (de) 2011-09-29 2011-09-29 Verfahren zur sanierung einer schotterbettung eines gleises
PCT/EP2012/003682 WO2013045019A1 (de) 2011-09-29 2012-09-04 Verfahren zur sanierung einer schotterbettung eines gleises

Publications (2)

Publication Number Publication Date
EP2761088A1 EP2761088A1 (de) 2014-08-06
EP2761088B1 true EP2761088B1 (de) 2015-11-18

Family

ID=47049118

Family Applications (1)

Application Number Title Priority Date Filing Date
EP12775436.4A Active EP2761088B1 (de) 2011-09-29 2012-09-04 Verfahren zur sanierung einer schotterbettung eines gleises

Country Status (9)

Country Link
EP (1) EP2761088B1 (ru)
JP (1) JP6073330B2 (ru)
CN (1) CN103814176B (ru)
AT (1) AT511472B1 (ru)
DK (1) DK2761088T3 (ru)
EA (1) EA025316B1 (ru)
ES (1) ES2570434T3 (ru)
PL (1) PL2761088T3 (ru)
WO (1) WO2013045019A1 (ru)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT518225B1 (de) * 2016-01-29 2017-11-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Maschine mit einer Schotteraufnahmevorrichtung
AT520194B1 (de) * 2017-12-07 2019-02-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Anlage und Verfahren zur Reinigung von Schotter eines Gleises
CN108385656B (zh) * 2018-03-06 2019-12-10 重庆明君建筑劳务有限公司 手推式夯土机

Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT1168813B (it) * 1983-08-05 1987-05-20 Sergio Valditerra Macchina per la rigenerazione di massicciate ferroviarie
JPS6229602A (ja) * 1985-07-31 1987-02-07 株式会社　大阪防水建設社 軌道々床の改良装置
EP0239712B1 (de) * 1986-04-02 1988-08-31 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Fahrbare Gleisbaumaschine zum Aufnehmen, Reinigen, und Wiedereinbringen des Schotters mit einer Schotter-Verdichteinrichtung
DE4301182A1 (de) * 1993-01-19 1994-07-21 Moebius Josef Bau Verfahren und Anlage zur Gleisbettsanierung
DE9306779U1 (de) * 1993-05-05 1993-07-15 Hermann Wiebe Grundstücks- und Maschinenanlagen KG, 2800 Bremen Schienenfahrzeug zur Aufbereitung von Schotter
RU2086723C1 (ru) * 1993-06-16 1997-08-10 Франц Плассер Банбаумашинен-Индустригезельшафт Мбх Способ восстановления балластного слоя железнодорожного пути и устройство для его осуществления
DE59502490D1 (de) * 1994-11-15 1998-07-16 Plasser Bahnbaumasch Franz Verfahren und Anlage zur Untergrundsanierung einer Schotterbettung eines Gleises
DE10008986A1 (de) * 2000-02-25 2001-08-30 Gsg Knape Gleissanierung Gmbh Verfahren zur Erneuerung oder zum Umbau einer Gleisanlage und Vorrichtung hierfür
CN1162582C (zh) * 2001-04-26 2004-08-18 佛山市华科发展有限公司 一种组合式大型养路机械及其作业方法
CN2880894Y (zh) * 2005-09-09 2007-03-21 襄樊金鹰轨道车辆有限责任公司 一种铁路道岔道碴清筛机
AT502187B1 (de) * 2005-11-14 2007-02-15 Plasser Bahnbaumasch Franz Verfahren und anlage zur sanierung einer schotterbettung eines gleises
DE202007011501U1 (de) 2007-08-16 2008-12-24 Wiebe Holding Gmbh & Co. Kg Gleiswegsanierungsmaschine mit dreifach separiertem Aushub
AT506300B1 (de) * 2008-02-26 2009-08-15 Plasser Bahnbaumasch Franz Verfahren zur sanierung einer schotterbettung eines gleises

Also Published As

Publication number Publication date
WO2013045019A1 (de) 2013-04-04
EP2761088A1 (de) 2014-08-06
EA025316B1 (ru) 2016-12-30
AT511472A4 (de) 2012-12-15
CN103814176B (zh) 2016-07-20
DK2761088T3 (en) 2016-02-01
CN103814176A (zh) 2014-05-21
JP2014528038A (ja) 2014-10-23
JP6073330B2 (ja) 2017-02-01
EA201400176A1 (ru) 2014-06-30
ES2570434T3 (es) 2016-05-18
AT511472B1 (de) 2012-12-15
PL2761088T3 (pl) 2016-04-29

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