EP1106734A2 - Procédé et dispositif pour former une voie ferrée - Google Patents

Procédé et dispositif pour former une voie ferrée Download PDF

Info

Publication number
EP1106734A2
EP1106734A2 EP00890326A EP00890326A EP1106734A2 EP 1106734 A2 EP1106734 A2 EP 1106734A2 EP 00890326 A EP00890326 A EP 00890326A EP 00890326 A EP00890326 A EP 00890326A EP 1106734 A2 EP1106734 A2 EP 1106734A2
Authority
EP
European Patent Office
Prior art keywords
machine
sleepers
ballast
transport
transport direction
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
EP00890326A
Other languages
German (de)
English (en)
Other versions
EP1106734B1 (fr
EP1106734A3 (fr
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.)
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
Priority to AT00890326T priority Critical patent/ATE330070T1/de
Application filed by Franz Plasser Bahnbaumaschinen Industrie GmbH filed Critical Franz Plasser Bahnbaumaschinen Industrie GmbH
Priority to EP05108892A priority patent/EP1614805B1/fr
Priority to ES05108892T priority patent/ES2304669T3/es
Publication of EP1106734A2 publication Critical patent/EP1106734A2/fr
Publication of EP1106734A3 publication Critical patent/EP1106734A3/fr
Application granted granted Critical
Publication of EP1106734B1 publication Critical patent/EP1106734B1/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
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/05—Transporting, laying, removing, or renewing both rails and sleepers
    • 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
    • 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
    • E01B29/06—Transporting, laying, removing or renewing sleepers
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B37/00—Making, maintaining, renewing, or taking-up the ballastway or the track, not provided for in a single one of groups E01B27/00 - E01B35/00
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/01—Devices for working the railway-superstructure with track
    • E01B2203/017—Devices for working the railway-superstructure with track removed or not present yet
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/06—Placing ballast
    • E01B2203/062—New ballast
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/14—Way of locomotion or support
    • E01B2203/141—Way of locomotion or support on the track to be treated
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/14—Way of locomotion or support
    • E01B2203/146—Way of locomotion or support using other means than driven wheels as propulsion means

Definitions

  • the invention relates to a method for laying a threshold and Rails formed track on a level and a machine for storage of a track.
  • the object of the invention is a method of the type mentioned create with the track without affecting the subgrade surface is relocatable.
  • the object of the invention is also in Creation of a machine for track laying on which without interference of the rail and sleeper transport also a gravel transport can be carried out is.
  • This task is in the method according to the preamble of the main claim solved according to the invention in that the Sleepers and rails crushed stone into one regarding the direction of transport transported in front of the machine and with respect to the direction of transport is dropped and leveled before the sleepers are placed on the formation.
  • This inventive method is parallel to the storage of Sleepers and rails the continuous formation of a gravel road possible to reliably protect the formation surface from the effects of a to protect a front end of the machine supporting the crawler track. It is particularly advantageous that the caterpillar undercarriage at the same time also a compaction of the brought in and lying on the formation Gravel layers.
  • the machine according to the invention is characterized in that with respect the transport direction in front of the crawler track having an outlet chute Ballast storage for storing and delivering ballast to the Planum is provided.
  • Ballast storage for storing and delivering ballast to the Planum is provided.
  • a machine 1 for storing one formed from sleepers 2 and rails 3 Track 4 has a machine frame 5 which runs over rail bogies 6 on the track 4 or via a on a front machine end 7
  • Arranged crawler track 8 is movable.
  • the movement of the machine 1 in a working or transport direction 9 represented by an arrow is carried out by a drive 10.
  • the crawler track 8 is as well various other drives by one located in a work cabin 11 Control device 12 controllable.
  • ballast storage 13 On the front end of the machine 7 there is a ballast storage 13 with outlet chutes 14 for discharging ballast 15 onto a flat surface 16. Each outlet chute 14 forms with its lower end a leveling edge 17 for limiting the height and leveling of a ballast layer 18.
  • the ballast accumulator 13 can be displaced transversely relative to the machine frame 5 by transverse guides 19 and displacement drives 20.
  • the height adjustment of the ballast storage 13 can be carried out by loading a drive 21, by means of which the vertical distance between the machine frame 5 and the crawler chassis 8 can be changed.
  • ballast filling station 22 is located one formed from a number of conveyor belts, in the machine longitudinal direction or transport device 23 for transport of containers 24.
  • a front, above the crawler track 8 located section of this transport device 23 has a tilting device 40 on, which is designed as a tilting conveyor belt 25. This is through drives 26 around a horizontal and normal to the direction of transport Pivot axis 27 pivotally mounted on the machine frame 5.
  • the ballast filling station 22 is inclined at an angle to the horizontal arranged shaking trough 28 with a vibration drive 41 and a Hopper 29 and is a transfer conveyor 30 of a bulk goods wagon 31 upstream.
  • Conveyor belt 32 and a storage conveyor belt 33 (Fig. 1) of the transport device 23 is used to transport sleepers 2 or a container 24 With the help of a gantry crane 34, which is driven by a drive 35 with Machine frame 5 connected rails 36 movable in the direction of transport is.
  • the machine 1 is continuously in the working or transport direction 9 procedure. While the thresholds 2 in a known manner are deposited in parallel by a threshold storage device 37 for this purpose the delivery of ballast 15 by the transfer conveyor 30 of Bulk goods wagons 31 on the shaking trough 28 Hopper 29 in the container 24 below it Gravel 15 is automatically distributed evenly by the container 24 is moved in the transport direction 9 with the aid of the conveyor belt 32 until the Filling is finished.
  • the gantry crane 34 takes a package of sleepers 2 from a sleepers wagon, not shown, between the ballast filling station 22 and the storage conveyor 33 and transports the sleepers 2 in the transport direction 9 to the storage conveyor 33.
  • the stored sleepers 2 can be conveyed unhindered to the sleepers storage device 37 when the conveyor belt 38 is raised.
  • said conveyor belt 38 is lowered into the position shown in full lines (FIG. 1).
  • the portal crane 34 has already gripped the filled container 24 and has lifted it off the conveyor belt 32.
  • the filled container 24 is lowered onto the storage conveyor belt 33 and transported to the tilting conveyor belt 25.
  • the tilting conveyor belt 25 and the container 24 are tilted up.
  • the ballast 15 located in the container 24 passes through an opened flap 39 into the ballast storage 13 underneath it subsequently to be transported again by the gantry crane 34 for filling under the ballast filling station 22.
  • the ballast 15 located in the ballast store 13 is in the form of two gravel layers spaced apart from each other with respect to the cross machine direction 18 (Fig. 3) applied to the formation 16. Doing so will automatically by appropriate spacing of the leveling edges 17 of the outlet chutes 14 from the level 16 a constant height and leveling of the two Gravel layers 18 achieved.
  • the two ballast layers 18 are of such a kind distanced that the two subsequent crawler tracks 8 entirely rest on the gravel layers 18 and thus also compress them at the same time. This ensures that the two crawler tracks 8 the surface of the preferably formed by leveled gravel sand Formation 16 is not injured.
  • the two compacted by the crawler tracks 8 Gravel layers 18 are finally used to support the Threshold storage device 37 stored sleepers 2. On this in a known manner (see EP 0 811 721) on both sides of the machine frame 5 rails 3 transported in the transport direction 9 to form the track 4 filed.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
EP00890326A 1999-12-07 2000-11-02 Dispositif pour former une voie ferrée Expired - Lifetime EP1106734B1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
AT00890326T ATE330070T1 (de) 2000-11-02 1999-12-07 Maschine zur ablage eines gleises
EP05108892A EP1614805B1 (fr) 1999-12-07 2000-11-02 Procédé pour former une voie ferrée
ES05108892T ES2304669T3 (es) 1999-12-07 2000-11-02 Procedimiento de tendido de una via.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT84899U 1999-12-07
AT0084899U AT3379U3 (de) 1999-12-07 1999-12-07 Verfahren zur verlegung eines gleises und maschine zur ablage eines gleises

Related Child Applications (1)

Application Number Title Priority Date Filing Date
EP05108892A Division EP1614805B1 (fr) 1999-12-07 2000-11-02 Procédé pour former une voie ferrée

Publications (3)

Publication Number Publication Date
EP1106734A2 true EP1106734A2 (fr) 2001-06-13
EP1106734A3 EP1106734A3 (fr) 2003-01-08
EP1106734B1 EP1106734B1 (fr) 2006-06-14

Family

ID=3501179

Family Applications (2)

Application Number Title Priority Date Filing Date
EP05108892A Expired - Lifetime EP1614805B1 (fr) 1999-12-07 2000-11-02 Procédé pour former une voie ferrée
EP00890326A Expired - Lifetime EP1106734B1 (fr) 1999-12-07 2000-11-02 Dispositif pour former une voie ferrée

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP05108892A Expired - Lifetime EP1614805B1 (fr) 1999-12-07 2000-11-02 Procédé pour former une voie ferrée

Country Status (5)

Country Link
EP (2) EP1614805B1 (fr)
CN (1) CN1227416C (fr)
AT (2) AT3379U3 (fr)
DE (3) DE29922202U1 (fr)
ES (2) ES2263444T3 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3008110A1 (fr) * 2013-07-05 2015-01-09 Forges Et Const Metalliques Friederich Ballast de voie ferree, dispositif et procede pour la realisation d'un tel ballast de voie ferree
CN114457633A (zh) * 2022-02-23 2022-05-10 中铁二十四局集团有限公司 自密实混凝土施工工艺及施工装置

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007017309A1 (fr) * 2005-08-11 2007-02-15 Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh Machine pour renouveler une voie
CN101245578B (zh) * 2007-12-29 2011-08-17 南车洛阳机车有限公司 双块式无碴轨道施工设备的轨枕装载单元及工作方式
CN102002898A (zh) * 2010-12-15 2011-04-06 株洲长远铁路建机股份有限公司 群枕式长钢轨铺轨机组铺设无缝线路有砟道床施工方法
RU2497997C2 (ru) * 2011-10-14 2013-11-10 Открытое акционерное общество Научно-внедренческий центр "Путевые машины" Устройство для укладки рельсов на звеносборочной линии
AT515547B1 (de) * 2014-06-24 2015-10-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren zur Erneuerung eines Gleises
ES2540121B1 (es) * 2015-03-17 2016-04-15 Parrós Obras, S.L.U. Equipo de levantamiento de tapas de canaletas y posicionamiento de cables y procedimiento asociado
CN109722959A (zh) * 2018-11-30 2019-05-07 河南工程学院 一种矿山运输轨道铺设设备及其施工方法
FI128160B (en) * 2018-12-05 2019-11-29 Kallion Raide Oy APPARATUS AND METHODS FOR PUTING SLEEVE LOGS ON SHREDDER FOR RAILWAY BUILDING
CN109722958B (zh) * 2019-02-28 2023-09-29 中铁十七局集团有限公司 带有横向同步移动和超高无级调整机构的轨排支撑装置
CN113981753B (zh) * 2021-10-29 2023-06-16 重庆交通职业学院 一种用于铁轨的维护安装机器人

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0811721A2 (fr) 1996-06-04 1997-12-10 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Appareil de pose de voie ferrée

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH583822A5 (fr) * 1974-07-11 1977-01-14 Scheuchzer Auguste Les Fils De
EP0056497A1 (fr) * 1981-01-15 1982-07-28 Les Fils D'auguste Scheuchzer S.A. Wagon-cadre dans un train pour effectuer l'assainissement du sous-sol des voies de chemin de fer
AT404039B (de) * 1990-03-21 1998-07-27 Plasser Bahnbaumasch Franz Maschine zum verteilen und planieren des bettungsschotters
US5937763A (en) * 1996-04-23 1999-08-17 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Machine and method of distributing ballast

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0811721A2 (fr) 1996-06-04 1997-12-10 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Appareil de pose de voie ferrée

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3008110A1 (fr) * 2013-07-05 2015-01-09 Forges Et Const Metalliques Friederich Ballast de voie ferree, dispositif et procede pour la realisation d'un tel ballast de voie ferree
CN114457633A (zh) * 2022-02-23 2022-05-10 中铁二十四局集团有限公司 自密实混凝土施工工艺及施工装置

Also Published As

Publication number Publication date
DE50015134D1 (de) 2008-06-05
AT3379U3 (de) 2000-11-27
ATE393261T1 (de) 2008-05-15
ES2263444T3 (es) 2006-12-16
EP1614805A2 (fr) 2006-01-11
EP1106734B1 (fr) 2006-06-14
EP1106734A3 (fr) 2003-01-08
CN1227416C (zh) 2005-11-16
EP1614805B1 (fr) 2008-04-23
DE50012970D1 (de) 2006-07-27
ES2304669T3 (es) 2008-10-16
DE29922202U1 (de) 2000-08-24
AT3379U2 (de) 2000-02-25
EP1614805A3 (fr) 2006-07-26
CN1313430A (zh) 2001-09-19

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