EP2022897B1 - Selbstangetriebene Vorrichtung sowie Verfahren zum Verlegen von Schienenweichen und Schienenstrecken - Google Patents

Selbstangetriebene Vorrichtung sowie Verfahren zum Verlegen von Schienenweichen und Schienenstrecken Download PDF

Info

Publication number
EP2022897B1
EP2022897B1 EP20070425520 EP07425520A EP2022897B1 EP 2022897 B1 EP2022897 B1 EP 2022897B1 EP 20070425520 EP20070425520 EP 20070425520 EP 07425520 A EP07425520 A EP 07425520A EP 2022897 B1 EP2022897 B1 EP 2022897B1
Authority
EP
European Patent Office
Prior art keywords
self
main body
ballast
points
legs
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.)
Not-in-force
Application number
EP20070425520
Other languages
English (en)
French (fr)
Other versions
EP2022897A1 (de
Inventor
Graziadio Mazzi
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.)
Angelo Mazzi Costruzioni Generali e Ferroviarie Srl
Original Assignee
Angelo Mazzi Costruzioni Generali e Ferroviarie Srl
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 Angelo Mazzi Costruzioni Generali e Ferroviarie Srl filed Critical Angelo Mazzi Costruzioni Generali e Ferroviarie Srl
Priority to EP20070425520 priority Critical patent/EP2022897B1/de
Publication of EP2022897A1 publication Critical patent/EP2022897A1/de
Application granted granted Critical
Publication of EP2022897B1 publication Critical patent/EP2022897B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/02—Transporting, laying, removing, or renewing lengths of assembled track, assembled switches, or assembled crossings
    • 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
    • E01B27/02—Placing the ballast; Making ballastway; Redistributing ballasting material; Machines or devices therefor; Levelling means
    • E01B27/022—Placing the ballast; Making ballastway; Redistributing ballasting material; Machines or devices therefor; Levelling means by devices moving on the track with or without spreading or levelling
    • 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
    • E01B27/11—Renewing or cleaning the ballast in situ, with or without concurrent work on the track combined with concurrent renewal of track components

Definitions

  • the present invention relates to a self-propelled device and a method for endways laying of railway points and track sections with such a self-propelled device.
  • the present invention is intended for use in railway line maintenance operations when a set of points or a track section need substituting, without interfering with train transit in the adjacent tracks, and minimising intervention time.
  • substituting a set of points or a track section involves first removing the existing set of points or track section which may be done using a specific device or by disassembly.
  • the new set of points, or the new railway track section is laid ready-assembled, using a specific self-propelled device able to position itself directly on the laying zone by endways movement starting from the existing stretch of track.
  • the self-propelled device for laying the new set of points or track section may be brought to the working zone only once the formation of the ballast base is complete, that is to say, once the wagons which brought the ballast have left the same way they came.
  • the technical purpose which forms the basis of the present Invention is to provide a self-propelled device and a method for endways laying of railway points and track sections which overcomes the above-mentioned disadvantages.
  • the technical purpose of the present invention is to provide a self-propelled device and a method for endways laying of railway points and track sections which allow the operations for laying the ballast and the set of points/track section to be performed in a relatively simple and rapid fashion.
  • the present invention also has for a technical purpose to provide a self-propelled device and a method for endways laying of railway points and track sections which allow the entire substitution of a set of points or a railway track section to be performed in a simple and rapid fashion.
  • the numeral 1 denotes as a whole a self-propelled device for endways laying of railway points and track sections 2 in accordance with the present invention.
  • the self-propelled device 1 disclosed may be defined as "dual-purpose" because it allows both the set of points or the track section 2 and the ballast 3 below to be laid with a single operation.
  • the self-propelled device 1 comprises first a rigid main supporting body 4 extending from a first end 5 to a second end 6 along a main direction of extension which, in use, is parallel with the track 7 on which endways laying must take place.
  • the length of the main body 4 substantially corresponds to the maximum length of the points and the track sections 2 the device 1 can be used to substitute.
  • the main body 4 consists of a single rigid element, it is possible to avoid the onset of deformations of the set of points or the track section 2 as they are transported to the laying zone by the self-propelled device 1.
  • the self-propelled device 1 has hooking means 8 operatively associated with the main body 4, and in particular with the lower zone, for selectively hooking to the main body 4 a set of points or a track section 2 positioned under the main body 4.
  • the hooking means 8 may be made with any known configuration, and therefore are not described in detail.
  • movement means 9 also associated with the main body 4 and which, depending on the embodiments, may have various configurations.
  • the movement means 9 are such that they allow the device to "walk” on the ground.
  • first legs 10 able to independently support the device 1 and a plurality of second legs 11 able to independently support the device.
  • they comprise two pairs of first legs 10 positioned on both sides of the device operating centre of gravity (with reference to the device main direction of extension) as well as two pairs of second legs 11 similarly positioned. All of the legs 10, 11 advantageously have an extended supporting foot 12 at the bottom.
  • first legs 10 can move relative to the main body 4 and the second legs 11, along the main direction of extension, according to the methods indicated with reference to Figures 5 to 15 .
  • the second legs 11. can also move relative to the main body 4 and the first legs 10 along the main direction of extension. This is achieved by slidably mounting each leg 10, 11 on two longitudinal horizontal guides 13 and connecting, between the leg 10, 11 and the main body 4, an actuator 14 (hydraulic or pneumatic) to control the movement of each leg 10, 11 along the guides 13.
  • the actuator 14 comprises an outer jacket 15 fixed to the leg 10, 11 and an inner piston 16 fixed to the main body 4.
  • Figure 16 also shows how the two legs 10, 11 of each pair are advantageously offset in the longitudinal direction for the reasons explained below.
  • the first and/or the second legs 10, 11 can move between a raised position (that of the second legs 11 in Figure 16 ) and a lowered position (that of the first legs 10 in Figure 16 ), perpendicularly to the plane in which a set of points or a track section 2 hooked by the hooking means 8 lies or to the supporting surface formed by the movement means 9 (or rather by the feet 12 of the first or second legs 10, 11).
  • the self-propelled device 1 also comprises means 17 for widening the movement means 9, associated with the main body 4.
  • the widening means 17 allow the movement means 9 (legs, crawler tracks, etc.) to be moved away from the main body 4, thus freeing, under the main body 4, a space sufficient to contain the railway points 2 which, at their widest point, may be wider than double a normal track section 2.
  • the widening means 17 comprise a hollow supporting element 18 mounted on the main body 4 and extending horizontally perpendicularly to the main direction of extension, and a movable arm 19 slidably inserted in the hollow element 18 and connected to a leg 10, 11 at its outer end (not illustrated).
  • Suitable means, not illustrated (such as actuators), position the movable arm 19 in the hollow element 18.
  • the legs 10, 11 of each pair are offset from one another.
  • the self-propelled device 1 also comprises at least one conveyor 20, mounted above the main body 4.
  • the conveyor 20 extends from its first end 21 at the first end 5 of the main body 4 to its second end 22 at the second end 6 of the main body 4. As shown in the accompanying drawings, in the preferred embodiment, at least the second end 22 of the conveyor 20 (but preferably also the first end 20) is positioned cantilever-style, along the main direction of extension, relative to the second end 6 of the main body 4.
  • the conveyor 20 may preferably consist of a plurality of conveyor belts 23 positioned one after another and partly overlapping along the main direction of extension. In this case, to allow the belts 23 to overlap without leaving the railway limit dimensions, the conveyor belts 23 are positioned in such a way that they are angled upwards (from the first end 21 to the second end 22 of the conveyor 20).
  • the aim of the conveyor 20 is to convey ballast 3 from its first end 21 to its second end 22 and to unload it in front of the second end 6 of the main body 4 along the main direction of extension.
  • the part of the conveyor 20 forming the second end 22 may be rotated about a vertical axis perpendicular to the movement means supporting surface, thus allowing the ballast 3 to also be distributed at the sides of the second end 6 of the main body 4.
  • the self-propelled device 1 also comprises lifting means 24 operatively associated with the main body 4 to vary its position relative to the supporting surface formed by the movement means 9 (horizontal surface which, in use, corresponds to the ground if the latter is without differences in level).
  • the lifting means 24 allow the position of the main body 4 to be varied between a lower position ( Figures 5, 6 and 14 ) in which the hooking means 8 can hook a set of points or a track section 2 resting on the ground (or unhook it, depending on requirements), and an upper position (illustrated for example in Figures 1 to 4 ) in which the set of points or the track section 2 are lifted off the ground.
  • the lifting means 24 are inserted between the main body 4 and the movement means 9 to vary their position relative to one another.
  • the lifting means 24 also move the legs 10, 11 between the raised position and the lowered position.
  • the main body 4 lifting means 24 correspond to the means which allow vertical movement of the individual legs 10, 11 to allow the self-propelled device 1 to "walk".
  • the latter consist of the legs 10, 11 themselves which are telescopic.
  • the new set of points or track section 2 is hooked under a self-propelled device 1 made in accordance with the present invention. If this happens a long way from the working zone 26, everything can be loaded on one or more railway vehicles to be carried close to the working zone 26 ( Figure 5 ). In the accompanying drawings two bogies 27 are used for this purpose.
  • the self-propelled device 1 gradually moves forward in the working zone 26 ( Figures 10 - 12 ).
  • the actuators 14 connected to the second legs 11 are also shortened, so as to return them, relative to the main body 4, to the position illustrated in Figure 1 .
  • the second legs 11 are returned to the lowered position whilst the first legs 10 are returned to the raised position and, afterwards, by operating the relative actuators 14 are again moved towards the second end 6 of the main body 4.
  • ballast 3 continues to be supplied until the entire working zone 26 has been filled with ballast 3 in the required way.
  • ballast 3 there may be an external intervention to level said ballast 3 in the appropriate way.
  • ballast 3 laying When ballast 3 laying is complete, the self-propelled device 1 and the set of points/track section 2 associated with it are above the working/laying zone 26 ( Figure 13 ). During this step, any misalignments relative to the existing track 7 may be corrected by moving the main body 4 either with the movement means 9 or with the widening means 17. Once the set of points/track section 2 is perfectly aligned with the existing track 7, all of the legs 10, 11 are returned to the raised position so that the main body 4 is moved to its lower position and the set of points/track section 2 rests on the ground ( Figure 14 ).
  • the hooking means 8 unhook the set of points/track section 2 and the first legs 10 or the second legs 11 again lift the main body 4 under which the railway bogies 27 can be inserted again if necessary.
  • the steps illustrated in Figures 6 to 8 are repeated in reverse order until the self-propelled device 1 has been reloaded on the railway bogies 27 and can be moved away along the track 7 ( Figure 15 ).
  • the self-propelled device 1 can also move away autonomously using its movement means 9.
  • the intervention can be completed, if necessary, in the known way by a tamping machine able to complete the burying of the new set of points/track section 2 in the ballast 3 (normally the level of the ballast 3 initially laid is slightly lower than that required when the work is finished, to avoid possible excess errors).
  • Said method for endways laying of railway points and track sections 2 comprises firstly a first operating step of distributing a layer of ballast 3 on the ground, aligned with an existing track 7 to form the supporting base for the set of points or the track section 2 to be laid. Then, on top of the new ballast 3 laid, the self-propelled device 1 is moved endways, carrying the set of points or the track section 2 to be laid, until it reaches a laying position in which the set of points or the track section 2 is at the position where it must be laid. Finally, the set of points or the track section 2 is laid on the ballast 3 using the device, aligned with the existing track 7.
  • the step of distributing the ballast 3 is carried out during the step of endways movement of the device 1, by the action of the device 1 itself which distributes the ballast 3 in front of itself during its movement towards the laying position.
  • the step of distributing the ballast 3 in turn involves a first operating step of feeding the ballast 3 to a first end 21 of the conveyor 20 positioned on the upper part of the device, the first end 21 being at a rear end (the first end 5) of the device 1 with reference to the direction of endways movement.
  • the ballast 3 is then unloaded in front of the front end (the second end 6) of the device 1 (again with reference to its direction of endways movement).
  • step of distributing the ballast 3 also involves the ballast 3 unloaded being gradually levelled to create the supporting base and the steps described above are continued during device movement towards the laying position, until creation of the supporting base is complete.
  • the self-propelled device 1 disclosed may also be used to remove an existing set of points/track section 2.
  • the device may then be moved out of the working zone 26 by the movement means 9.
  • a digger can be used to remove the ballast 3 to be substituted which can gradually be loaded on the first end 21 of the conveyor 20.
  • the ballast 3 can then be collected by a suitable wagon positioned at the second end 22 of the conveyor 20.
  • the device Once the device has left the working zone 26, it can lay the set of points/track section 2 removed on the existing track 7 and can proceed directly to laying the new ballast 3 and the new set of points/track section 2.
  • the present invention therefore brings important advantages.
  • the movement means used in the embodiment illustrated allow the device to overcome undamaged any obstacles present on the ground (such as control panels, etc.).
  • the self-propelled device disclosed may also be used to dismantle existing railway points or track sections which must be substituted.

Landscapes

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

Claims (12)

  1. Selbstangetriebene Vorrichtung zum Längsverlegen von Schienenweichen und Schienenstrecken, enthaltend:
    - einen starren Hauptträgerkörper (4), der sich von einem ersten Ende (5) bis zu einem zweiten Ende (6) entlang einer Hauptausdehnungsrichtung erstreckt, welche im Betrieb parallel zu der Strecke (7) verläuft, auf welcher das Verlegen stattfinden soll;
    - Einhakmittel (8), betrieblich dem Hauptkörper (4) zugeordnet, um wahlweise an dem Hauptkörper (4) einen Satz von Weichen oder einen Schienenabschnitt einzuhaken, positioniert unter dem Hauptkörper (4);
    - Antriebsmittel (9), zugeordnet dem Hauptkörper (4), um die Bewegung der Vorrichtung auf dem Boden zu erlauben; und
    - einen Förderer (20), montiert über dem Hauptkörper (4) und sich von seinem ersten Ende (21), das an dem ersten Ende (5) des Hauptkörpers (4) positioniert ist, bis zu seinem zweiten Ende (22), positioniert an dem zweiten Ende (6) des Hauptkörpers (4), erstreckend, wobei der Förderer (20) dazu bestimmt ist, Schotter (3) von seinem ersten Ende (21) bis zu seinem zweiten Ende (22) zu transportieren und diesen vor dem zweiten Ende (6) des Hauptkörpers (4) entlang der Hauptausdehnungsrichtung abzuladen;
    - wobei die Vorrichtung dadurch gekennzeichnet ist, dass die Antriebsmittel (9) eine Anzahl von ersten Stützen (10) enthält, in der Lage, die Vorrichtung unabhängig zu tragen, und eine Anzahl von zweiten Stützen (11), in der Lage, die Vorrichtung unabhängig zu tragen, wobei wenigstens die ersten Stützen (10) ebenfalls in der Lage sind, sich im Verhältnis zu dem Hauptkörper (4) und die zweiten Stützen (11) sich entlang der Hauptausdehnungsrichtung zu bewegen.
  2. Selbstangetriebene Vorrichtung nach Patentanspruch 1, dadurch gekennzeichnet, dass das zweite Ende (22) des Förderers (20) entlang der Hauptausdehnungsrichtung im Verhältnis zu dem zweiten Ende (6) des Hauptkörpers (4) nach der Art eines Auslegers positioniert ist.
  3. Selbstangetriebene Vorrichtung nach Patentanspruch 1 oder 2, dadurch gekennzeichnet, dass der Förderer (20) entlang der Hauptausdehnungsrichtung eine Anzahl von Förderbändern (23) enthält, positioniert eines hinter dem anderen und sich teilweise einander überlappend.
  4. Selbstangetriebene Vorrichtung nach einem jeden der vorstehenden Patentansprüche, dadurch gekennzeichnet, dass sie ebenfalls Hebemittel (24) enthält, betrieblich dem Hauptkörper (4) zugeordnet, um dessen Position im Verhältnis zu einer durch die Antriebsmittel (9) gebildeten Stützfläche zu verändern, und zwar zwischen einer gesenkten Position, in welcher die Einhakmittel (8) in der Lage sind, einen auf dem Boden liegenden Satz von Weichen oder einen Schienenabschnitt (2) einzuhaken, und einer angehobenen Position.
  5. Selbstangetriebene Vorrichtung nach Patentanspruch 4, dadurch gekennzeichnet, dass die Hebemittel (24) zwischen dem Hauptkörper (4) und den Antriebsmitteln (9) eingesetzt sind, um deren Position im Verhältnis zueinander zu verändern.
  6. Selbstangetriebene Vorrichtung nach einem jeden der vorstehenden Patentansprüche, dadurch gekennzeichnet, dass die zweiten Stützen (11) ebenfalls in der Lage sind, sich im Verhältnis zu dem Hauptkörper (4) und den ersten Stützen (10) entlang der Hauptausdehnungsrichtung zu bewegen.
  7. Selbstangetriebene Vorrichtung nach einem jeden der vorstehenden Patentansprüche, dadurch gekennzeichnet, dass die ersten und/oder zweiten Stützen (11) sich ebenfalls zwischen einer angehobenen und einer gesenkten Position bewegen können.
  8. Selbstangetriebene Vorrichtung nach Patentanspruch 7, dadurch gekennzeichnet, dass die Stützen sich zwischen der angehobenen Position und der gesenkten Position lotrecht zu der Ebene bewegen können, in welcher ein von den Einhakmitteln (8) eingehakter Satz von Weichen oder ein Schienenabschnitt (2) liegt.
  9. Selbstangetriebene Vorrichtung nach Patentanspruch 5 und Patentanspruch 7 oder 8, dadurch gekennzeichnet, dass die Hebemittel (24) die Stützen zwischen der angehobenen Position und der gesenkten Position bewegen.
  10. Selbstangetriebene Vorrichtung nach einem jeden der vorstehenden Patentansprüche, dadurch gekennzeichnet, dass sie ebenfalls Mittel (17) zur Verbreiterung der Antriebsmittel (9) enthält, zugeordnet dem Hauptkörper (4).
  11. Verfahren zum Längsverlegen von Schienenweichen und Schienenstrecken mit einer selbstangetriebenen Vorrichtung nach Patentanspruch 1, wobei das Verfahren die folgenden Betriebsschritte enthält:
    - Aufbringen einer Lage von Schotter (3) auf den Boden, ausgerichtet zu einer vorgegebenen Strecke (7), um eine Trägerbasis für den zu verlegenden Satz von Weichen oder den Schienenabschnitt (2) zu bilden;
    - Längsbewegung über dem Schotter (3) der genannten selbstangetriebenen Vorrichtung (1), welche den zu verlegenden Satz von Weichen oder den Schienenabschnitt (2) trägt, zu einer Verlegeposition, in welcher sich der Satz von Weichen oder der Schienenabschnitt (2) über der Trägerbasis befindet;
    - Verlegen des Satzes von Weichen oder des Schienenabschnittes (2) auf dem Schotter (3) unter Verwendung der Vorrichtung (1); und
    - Aufbringen des Schotters (3) während der Phase der Längsbewegung der Vorrichtung (1) durch die Wirkung der Vorrichtung selbst;
    wobei das Verfahren dadurch gekennzeichnet ist, dass der Schotter (3) vor der Vorrichtung (1) während deren Bewegung zu der Verlegeposition hin aufgebracht wird.
  12. Verfahren nach Patentanspruch 11, dadurch gekennzeichnet, dass die Phase des Aufbringens von Schotter (3) wiederum die folgenden Betriebsschritte einbezieht:
    - Zuführen des Schotters (3) an ein erstes Ende (21) eines Förderers (20), positioniert am oberen Teil der Vorrichtung, wobei das erste Ende (21) unter Bezugnahme auf die Vorlaufrichtung der Längsbewegung der Vorrichtung (1) an einem hinteren Ende (5) der Vorrichtung (1) positioniert ist;
    - Nivellieren des abgeladenen Schotters (3), um eine Trägerbasis herzustellen; und
    - Weiterführen der genannten Zuführ- und Abladevorgänge während der Bewegung der Vorrichtung (1) zu der Verlegeposition hin, bis die Herstellung der Trägerbasis vervollständigt ist.
EP20070425520 2007-08-09 2007-08-09 Selbstangetriebene Vorrichtung sowie Verfahren zum Verlegen von Schienenweichen und Schienenstrecken Not-in-force EP2022897B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP20070425520 EP2022897B1 (de) 2007-08-09 2007-08-09 Selbstangetriebene Vorrichtung sowie Verfahren zum Verlegen von Schienenweichen und Schienenstrecken

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP20070425520 EP2022897B1 (de) 2007-08-09 2007-08-09 Selbstangetriebene Vorrichtung sowie Verfahren zum Verlegen von Schienenweichen und Schienenstrecken

Publications (2)

Publication Number Publication Date
EP2022897A1 EP2022897A1 (de) 2009-02-11
EP2022897B1 true EP2022897B1 (de) 2012-10-17

Family

ID=38787699

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20070425520 Not-in-force EP2022897B1 (de) 2007-08-09 2007-08-09 Selbstangetriebene Vorrichtung sowie Verfahren zum Verlegen von Schienenweichen und Schienenstrecken

Country Status (1)

Country Link
EP (1) EP2022897B1 (de)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE539468C2 (sv) * 2015-06-03 2017-09-26 Railcare Group Ab Ballastmatningsanordning och förfarande för matning av ballast

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB142569A (en) 1919-02-10 1920-05-10 Edward Wayne Shutt Improvements in or relating to apparatus for the construction of railway road beds
AT372722B (de) * 1980-07-24 1983-11-10 Plasser Bahnbaumasch Franz Fahrbare anlage und verfahren zur gleisunterbau-sanierung
FR2508950A1 (fr) 1981-07-02 1983-01-07 Bouvot Marc Machine et procede permettant le remblaiement axial des breches ouvertes pour travaux sur les voies ferrees en service et le garnissage de pistes le long des voies ferrees
CH657649A5 (en) 1984-05-02 1986-09-15 Matisa Materiel Ind Sa Railway site machine for the at least partial repair of a railway track portion
IT1187615B (it) 1985-12-17 1987-12-23 Danieli Off Mecc Gruppo distributore del pietrisco per risanatrice per massicciata e risanatrice adottante detto gruppo distributore

Also Published As

Publication number Publication date
EP2022897A1 (de) 2009-02-11

Similar Documents

Publication Publication Date Title
US9469482B2 (en) Apparatus for conveying material for railway construction
CN105129457B (zh) 一种全自动卸垛、码垛、装车生产线
US8006624B2 (en) Machine for unloading and positioning rails on crossties in railway tracks
US4479439A (en) Mobile arrangement and method for improving a track bed
SU1547715A3 (ru) Машина дл замены шпал железнодорожного пути
HU177251B (en) Movable apparatus for continuous laying sleepers
US10829897B2 (en) Tamping machine and method for correcting the position of a track
EA015062B1 (ru) Машина для приема и хранения скреплений рельсового пути, а также метод
CA2703195C (en) A method and machine for consolidation of ballast of a track
US4000699A (en) Apparatus for replacement of rail tracks
JP4057334B2 (ja) バラストを清掃するための清掃装置および方法
CN106948814A (zh) 一种采煤设备及采煤方法
CN104179517B (zh) 一种掘进支护系统及巷道支护方法
EP2022897B1 (de) Selbstangetriebene Vorrichtung sowie Verfahren zum Verlegen von Schienenweichen und Schienenstrecken
RU2671793C1 (ru) Устройство механизированной раскладки шпал на балластную призму
CN204999342U (zh) 一种全自动卸垛、码垛、装车生产线
JP5325732B2 (ja) テールピース台車及びその移動方法、並びに連続ベルトコンベアの延長方法
JP2003176692A (ja) 長距離ベルトコンベア装置
CN107223172B (zh) 更新轨道的方法
US20040045472A1 (en) Machine for remving an old track and laying a new track
US7472654B2 (en) Train for the deployment of sleepers and or railway track
CN106012719B (zh) 铺轨机
WO2010032039A1 (en) Overburden discharge conveyor system and method
JP2007113239A (ja) 重量物の搬送載置方法及びそのシステム
JP7285922B2 (ja) 線路区間のための新設路線を設置する方法

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20080328

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC MT NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR MK RS

AKX Designation fees paid

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC MT NL PL PT RO SE SI SK TR

RIC1 Information provided on ipc code assigned before grant

Ipc: E01B 27/02 20060101AFI20100623BHEP

RIC1 Information provided on ipc code assigned before grant

Ipc: E01B 27/11 20060101AFI20120402BHEP

Ipc: E01B 27/02 20060101ALI20120402BHEP

Ipc: E01B 29/02 20060101ALI20120402BHEP

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC MT NL PL PT RO SE SI SK TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 579983

Country of ref document: AT

Kind code of ref document: T

Effective date: 20121115

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602007026113

Country of ref document: DE

Effective date: 20121213

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 579983

Country of ref document: AT

Kind code of ref document: T

Effective date: 20121017

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20121017

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20121017

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20121017

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130128

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20121017

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130217

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20121017

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20121017

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20121017

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130118

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20121017

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130218

Ref country code: BE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20121017

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20121017

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20121017

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20121017

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130117

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20121017

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20121017

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20121017

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20121017

26N No opposition filed

Effective date: 20130718

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602007026113

Country of ref document: DE

Effective date: 20130718

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IT

Payment date: 20130828

Year of fee payment: 7

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20130809

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130831

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20121017

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130831

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20140301

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602007026113

Country of ref document: DE

Effective date: 20140301

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20140430

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130809

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130809

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130902

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20140809

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20121017

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20121017

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130809

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO

Effective date: 20070809