EP2852706B1 - Method for repairing a ballast bed of a track - Google Patents
Method for repairing a ballast bed of a track Download PDFInfo
- Publication number
- EP2852706B1 EP2852706B1 EP13719728.1A EP13719728A EP2852706B1 EP 2852706 B1 EP2852706 B1 EP 2852706B1 EP 13719728 A EP13719728 A EP 13719728A EP 2852706 B1 EP2852706 B1 EP 2852706B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- layer
- track
- clearing device
- bedding
- ballast
- 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
Links
- 238000000034 method Methods 0.000 title claims description 7
- 238000004140 cleaning Methods 0.000 claims description 11
- 230000015572 biosynthetic process Effects 0.000 claims description 6
- 239000004746 geotextile Substances 0.000 claims description 4
- 238000004064 recycling Methods 0.000 claims description 4
- 239000010410 layer Substances 0.000 description 18
- 238000012216 screening Methods 0.000 description 6
- 238000010408 sweeping Methods 0.000 description 2
- 238000005406 washing Methods 0.000 description 2
- 239000000654 additive Substances 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
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
- E01B27/105—Renewing or cleaning the ballast in situ, with or without concurrent work on the track without taking-up track the track having been lifted
Definitions
- EP-1 939 355 A shows a generic method with the features of claim 1.
- This object is achieved with a method of the type mentioned fact that transported in a cleaning of the upper Bettungslage overburden over a conveyor belt to a location immediately behind the second clearing Abschstelle and dropped creating a spoil layer on the Erdplanum, leveled and compacted and that after application of a geotextile a formation protection layer is formed by supplying g e Eattem gravel.
- Fig. 1 and 2 each a simplified side view of a machine for rehabilitation of a ballast bedding
- Fig. 3 an enlarged side view of a machine section.
- One in the Fig. 1 to 3 illustrated machine 1 is composed of several, movable by rail chassis 2 on a track 3 vehicles 4 together. These are interconnected by couplings 5 and together in a working direction 6 movable. Between the two rail carriages 2 of one of the vehicles 4, a first sweeping device 7 and a subsequent second sweeping device 8 are arranged with respect to the working direction 6. These are each equipped with an endless, guided around the track 3, displaceable by a drive in rotation conveyor chain and height and side adjustable by drives.
- the front first clearing device 7 is provided for receiving a - with respect to a vertical - upper, adjacent to the track 3 bedding layer 9, which is composed of gravel of different grain size.
- This ballast originating from the upper bedding layer 9 is fed to a first screening plant 10 positioned immediately behind the first clearing device 7.
- this first cleaning segregated spoil 11 is transported via a conveyor belt system 12 to a located immediately behind the second clearing device 8 discharge point 13.
- the discharged on a Erdplanum 14 spoil 11 is planed and compacted to form a Restverêtslage 15.
- a conveyor belt 17 is provided for the removal of recorded by the second clearing device 8 soil of a lower bedding layer 16 and their disposal in upstream storage trolleys .
- Lifting devices 18 connected to the vehicle 4 are used to lift the track 3 temporarily stored on the lower bedding layer 16.
- the reusable gravel 21 separated out of the screening plant 10 after the first cleaning is fed to an impact crusher 19 for edge sharpening and subsequently to a screening and washing installation 20.
- the finally treated for optimal reuse ballast 21 is over a Conveyor belt 22 transported in a rear portion of the machine 1 and thrown there to form a Neuschotterlage 23 together with voragagertem Neuschotter on a Planumtik füre 24. This is formed by dumping, leveling and compacting stored gravel 25 onto a geotextile 26.
- the machine 1 is moved continuously during the labor input in the aforementioned working direction 6 on the track 3.
- the track 3 is lifted by the associated lifting devices 18.
- the front first clearing device 7 With the aid of the front first clearing device 7, the upper bedding layer 9 formed from contaminated ballast is continuously picked up Screening unit 10 pre-cleaned.
- waste 11 excreted from the screening plant 10 is optionally mixed with additives and dropped off immediately behind the second clearing device 8 onto the earth plane 14 and leveled and compacted to form the residual recycling layer 15.
- the formation of the surface protective layer 24 takes place by depositing gravel (25) stored on the machine 1.
- the reusable gravel 21 is fed to a further treatment in the impact crusher and the washing and screening plant 20 and subsequently dropped to form the Neuschotterlage 23. This is supplemented if necessary by Neuschotter.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Refuse Collection And Transfer (AREA)
Description
Die Erfindung betrifft ein Verfahren zur Sanierung einer Schotterbettung eines Gleises unter Schaffung einer Planumschutzschichte, wobei durch eine - bezüglich einer Arbeitsrichtung - erste Räumvorrichtung eine obere, wieder verwertbare Bettungslage aufgenommen und einer Reinigung zugeführt wird, während parallel dazu durch eine nachfolgende zweite Räumvorrichtung unter Freilegung eines Erdplanums eine an die obere Bettungslage angrenzende untere Bettungslage aufgenommen und entsorgt wird.The invention relates to a method for rehabilitating a ballast bedding a track to create a Planumschutzschichte, by a - taken in a working direction - first clearing an upper, recyclable bedding layer and fed to a cleaning, while parallel by a subsequent second clearing device to expose a Erdplanums is added to the upper bedding layer lower bedding layer and disposed of.
Gemäß
Durch
Gemäß
Durch
Die Aufgabe der vorliegenden Erfindung liegt nun in der Schaffung eines Verfahrens der gattungsgemäßen Art, mit dem für den wieder verwendbaren Schotter ein verbesserter Reinigungseffekt erzielbar ist.The object of the present invention is therefore to provide a method of the generic type with which an improved cleaning effect can be achieved for the reusable ballast.
Diese Aufgabe wird erfindungsgemäß mit einem Verfahren der eingangs genannten Art dadurch gelöst, dass bei einer Reinigung der oberen Bettungslage anfallender Abraum über eine Förderbandanlage zu einer unmittelbar hinter der zweiten Räumvorrichtung gelegenen Abwurfstelle transportiert und unter Schaffung einer Abraumschicht auf das Erdplanum abgeworfen, planiert und verdichtet wird, und dass nach Aufbringung eines Geotextils durch Zuführung von gespeichertem Kies eine Planumschutzschichte gebildet wird.This object is achieved with a method of the type mentioned fact that transported in a cleaning of the upper Bettungslage overburden over a conveyor belt to a location immediately behind the second clearing Abwurfstelle and dropped creating a spoil layer on the Erdplanum, leveled and compacted and that after application of a geotextile a formation protection layer is formed by supplying g espeichertem gravel.
Mit der sofortigen Abtrennung des Abraumes kann der nunmehr vorgereinigte Schotter einer intensiveren Behandlung zur weiteren Reinigung und Kantenschärfung für eine optimale Wiederverwendung zugeführt werden. Außerdem entfällt infolge der vollständigen Rückführung des Abraumes dessen Abtransport.With the immediate separation of the overburden, the now pre-cleaned ballast of a more intensive treatment for further Cleaning and edge sharpening are fed for optimal reuse. In addition, due to the complete repatriation of the spoil eliminates its removal.
Weitere Vorteile der Erfindung ergeben sich aus der Zeichnungsbeschreibung.Further advantages of the invention will become apparent from the description of the drawings.
Im Folgenden wird die Erfindung anhand eines in der Zeichnung dargestellten Ausführungsbeispieles näher beschrieben. Es zeigen:
Eine in den
Die vordere erste Räumvorrichtung 7 ist zur Aufnahme einer - bezüglich einer Vertikalen - oberen, an das Gleis 3 angrenzenden Bettungslage 9 vorgesehen, die sich aus Schotter unterschiedlicher Körnung zusammensetzt. Dieser aus der oberen Bettungslage 9 stammende Schotter wird einer ersten, unmittelbar hinter der ersten Räumvorrichtung 7 positionierten Siebanlage 10 zugeführt. Bei dieser ersten Reinigung abgesonderter Abraum 11 wird über eine Förderbandanlage 12 zu einer unmittelbar hinter der zweiten Räumvorrichtung 8 gelegenen Abwurfstelle 13 transportiert. Der auf ein Erdplanum 14 abgeworfene Abraum 11 wird unter Bildung einer Restverwertungslage 15 planiert und verdichtet.The front
Für den Abtransport von durch die zweite Räumvorrichtung 8 aufgenommenem Erdreich einer unteren Bettungslage 16 und deren Entsorgung in vorgeordnete Speicherwagen ist eine Förderbandstraße 17 vorgesehen. Mit dem Fahrzeug 4 verbundene Hebevorrichtungen 18 dienen zum Anheben des kurzfristig auf die untere Bettungslage 16 abgelegten Gleises 3.For the removal of recorded by the
Der nach der ersten Reinigung aus der Siebanlage 10 ausgeschiedene wieder verwertbare Schotter 21 wird einem Prallbrecher 19 zur Kantenschärfung und in weiterer Folge einer Sieb- und Waschanlage 20 zugeführt. Der schließlich für eine optimale Wiederverwendung behandelte Schotter 21 wird über eine Förderbandanlage 22 in einen hinteren Abschnitt der Maschine 1 transportiert und dort zur Bildung einer Neuschotterlage 23 gemeinsam mit vorgelagertem Neuschotter auf eine Planumschutzschichte 24 abgeworfen. Diese wird durch Abwurf, Planieren und Verdichten von gespeichertem Kies 25 auf ein Geotextil 26 gebildet.The
Die Maschine 1 wird während des Arbeitseinsatzes kontinuierlich in der genannten Arbeitsrichtung 6 auf dem Gleis 3 verfahren. Dabei erfolgt jeweils im Bereich der beiden Räumvorrichtungen 7, 8 ein Anheben des Gleises 3 durch die zugeordneten Hebevorrichtungen 18. Mit Hilfe der vorderen ersten Räumvorrichtung 7 erfolgt eine kontinuierliche Aufnahme der aus verunreinigtem Schotter gebildeten oberen Bettungslage 9. Der aufgenommene Schotter wird in der unmittelbar nachfolgenden Siebanlage 10 vorgereinigt.The machine 1 is moved continuously during the labor input in the aforementioned working
Parallel dazu wird der aus der Siebanlage 10 ausgeschiedene Abraum 11 gegebenenfalls mit Zusatzstoffen versetzt und unmittelbar hinter der zweiten Räumvorrichtung 8 auf das Erdplanum 14 abgeworfen sowie zur Bildung der Restverwertungslage 15 planiert und verdichtet.In parallel with this, the
Nach Ablage des Geotextils 26 auf die Restverwertungslage 15 erfolgt die Bildung der Planumschutzschichte 24, indem auf der Maschine 1 gespeicherter Kies (25) abgeworfen wird.After the
Der wieder verwertbare Schotter 21 wird einer weiteren Behandlung im Prallbrecher und der Wasch- und Siebanlage 20 zugeführt und in weiterer Folge zur Bildung der Neuschotterlage 23 abgeworfen. Diese wird bedarfsweise durch Neuschotter ergänzt.The
Claims (1)
- A method for rehabilitation of a ballast bed of a track with creation of a formation protection layer (24), wherein an upper, reusable bedding layer (9) is taken up by means of first clearing device (7) - with regard to a working direction - and subjected to cleaning while, parallel to that, a lower bedding layer (16) adjoining the upper bedding layer (9) is taken up and disposed of by a trailing, second clearing device (8), thus exposing an earth formation (14), wherein spoil (11) accruing during a first cleaning process of the upper bedding layer (9) is transported via a conveyor belt arrangement (12) to a discharge point (13) located immediately behind the second clearing device (8) and is discharged upon the earth formation (14) and graded and compacted, thus creating a recycling layer (15), characterized in that after placement of a geotextile (26), the formation protection layer (24) is formed by bringing in stored gravel (25).
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ATGM213/2012U AT13243U1 (en) | 2012-05-16 | 2012-05-16 | Method for rehabilitating a ballast bed |
PCT/EP2013/001180 WO2013170924A1 (en) | 2012-05-16 | 2013-04-20 | Method for repairing a ballast bed of a track |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2852706A1 EP2852706A1 (en) | 2015-04-01 |
EP2852706B1 true EP2852706B1 (en) | 2016-07-13 |
Family
ID=49111669
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP13719728.1A Active EP2852706B1 (en) | 2012-05-16 | 2013-04-20 | Method for repairing a ballast bed of a track |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP2852706B1 (en) |
AT (1) | AT13243U1 (en) |
ES (1) | ES2636250T3 (en) |
WO (1) | WO2013170924A1 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107153394B (en) * | 2017-07-13 | 2020-06-26 | 株洲时代电子技术有限公司 | Operation protection control system of tamping car |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU2086723C1 (en) * | 1993-06-16 | 1997-08-10 | Франц Плассер Банбаумашинен-Индустригезельшафт Мбх | Method of and device for reconditioning of railway track ballast layer |
EP1895898B1 (en) | 2005-06-29 | 2011-02-16 | Compumedics Limited | Sensor assembly with conductive bridge |
DE202006019143U1 (en) * | 2006-12-18 | 2008-04-30 | Wiebe Holding Gmbh & Co. Kg | Track construction machine for track restoration |
DE202007011501U1 (en) | 2007-08-16 | 2008-12-24 | Wiebe Holding Gmbh & Co. Kg | Track rehabilitation machine with triple separated excavation |
AT506300B1 (en) | 2008-02-26 | 2009-08-15 | Plasser Bahnbaumasch Franz | METHOD FOR RESTORING A SCHOTTERBETTUNG A JOINT |
EP2166152B1 (en) * | 2008-09-22 | 2016-06-01 | Knape Gruppe Holding GmbH | Method and device for improving or repairing track systems |
-
2012
- 2012-05-16 AT ATGM213/2012U patent/AT13243U1/en not_active IP Right Cessation
-
2013
- 2013-04-20 ES ES13719728.1T patent/ES2636250T3/en active Active
- 2013-04-20 WO PCT/EP2013/001180 patent/WO2013170924A1/en active Application Filing
- 2013-04-20 EP EP13719728.1A patent/EP2852706B1/en active Active
Also Published As
Publication number | Publication date |
---|---|
WO2013170924A1 (en) | 2013-11-21 |
ES2636250T3 (en) | 2017-10-05 |
EP2852706A1 (en) | 2015-04-01 |
AT13243U1 (en) | 2013-09-15 |
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