EP2855774B1 - Procédé, machine à bourrer et ensemble de machines pour bourrer une voie ferrée - Google Patents

Procédé, machine à bourrer et ensemble de machines pour bourrer une voie ferrée Download PDF

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Publication number
EP2855774B1
EP2855774B1 EP13726270.5A EP13726270A EP2855774B1 EP 2855774 B1 EP2855774 B1 EP 2855774B1 EP 13726270 A EP13726270 A EP 13726270A EP 2855774 B1 EP2855774 B1 EP 2855774B1
Authority
EP
European Patent Office
Prior art keywords
track
ballast
ballasting
tamping
machine
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
EP13726270.5A
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German (de)
English (en)
Other versions
EP2855774A2 (fr
Inventor
Jörg Ganz
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.)
Matisa Materiel Industriel SA
Original Assignee
Matisa Materiel Industriel SA
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Publication date
Application filed by Matisa Materiel Industriel SA filed Critical Matisa Materiel Industriel SA
Publication of EP2855774A2 publication Critical patent/EP2855774A2/fr
Application granted granted Critical
Publication of EP2855774B1 publication Critical patent/EP2855774B1/fr
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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
    • E01B27/12—Packing sleepers, with or without concurrent work on the track; Compacting track-carrying ballast
    • E01B27/13—Packing sleepers, with or without concurrent work on the track
    • E01B27/16—Sleeper-tamping machines
    • 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
    • E01B27/12—Packing sleepers, with or without concurrent work on the track; Compacting track-carrying ballast
    • E01B27/13—Packing sleepers, with or without concurrent work on the track
    • E01B27/16—Sleeper-tamping machines
    • E01B27/18—Sleeper-tamping machines by introducing additional fresh material under the sleepers, e.g. by the measured-shovel method, by the blowing method

Definitions

  • the invention relates to a method, a tamping machine and a machine dressing for the clogging of a track, wherein with respect to a working direction before the track clogging parallel to this new ballast on the track is dropped.
  • the object of the present invention is now to provide a method, a tamping machine and a machine dressing of the generic type with which or the reduction of workload a uniform track position correction can be optimized.
  • FIG. 1 shown tamping machine 1 is movable by means of rail chassis 2 on a track 3 in a working direction 4.
  • a height-adjustable tamping unit 5 and this upstream track lifting unit 6 are provided.
  • a threshold cleaning brush, a sleeper compartment compressor 7 and a Vorkopfverêtr 8 is positioned.
  • ballast device 9 With regard to the working direction 4 in front of the tamping unit 5, there is a ballast device 9 and an upstream ballast receiving device 10 with a ballast store 11.
  • a measuring device 13 scanning the track 3 is arranged with a travel measuring unit and a storage and arithmetic unit. This measuring device 13 is integrated in a track position error determining machine measuring base 14.
  • the correct dosage is done by a function of the track elevation by means of suitable facilities effected height adjustment of the ballast device 9 forming ballast chutes.
  • the ballast device 9 may also be formed by other known devices.
  • the stored gravel requirement value is retrieved for discharging the corresponding amount of gravel as soon as the - with respect to the working direction 4 of the measuring device 13 subsequent - Einschottervorges 9 has reached the associated track.
  • the ballast storage 11 can also be filled in advance with new ballast or, for example, charged with cleaned ballast by a cleaning machine operating in parallel with the tamping machine.
  • the threshold cleaning brushes placed behind the tamping tools push the ballast stones on the threshold surface into the threshold compartments.
  • the ballast with the help of Schwellenfach- and Vorkopfverêtr 7, 8 both between adjacent thresholds as well as in a subsequent to the end of the tail Vorkopf Kunststoff compacted.
  • the sleeper compartments are operative in the sleeper compartment immediately behind the stuffed sills to share in the compaction process the energy introduced into the ballast bed by the stuffing tools, which impacts the threshold compartments adjacent to the stuffed sill, thereby improving compaction. This effect also serves to recover the lateral displacement resistance of the track after tamping.
  • Vorkopfverdichtern that expediently also come in the area adjacent to the stuffing used and make an additional contribution to the consolidation of the track.
  • the track position can be sustainably corrected with the best possible utilization of any excess ballast and optimum ballast compaction, and the lateral displacement resistance can be recovered in the best possible way.
  • FIGS. 2 and 3 apparent tamping machine 1 is extended in an alternative embodiment of the invention by an upstream storage wagon 15 to a machine group.
  • the ballast storage 11, the Einschottervoriques 9 and the measuring device 13 on the Storage trolley 15 arranged.
  • the ballast picking device 10 is still positioned. With this excess gravel - as already described above - be cached in the ballast storage 11 for a demand drop.

Landscapes

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

Claims (6)

  1. Procédé de bourrage d'une voie ferrée, dans lequel on déverse du nouveau ballast sur la voie (3) devant le bourrage de voie par rapport à une direction de travail parallèlement à celle-ci caractérisé par les caractéristiques suivantes:
    a) à l'aide d'un dispositif de mesure (13), on détecte des défauts de l'assiette de la voie et, en vue d'un ballastage optimal de la voie, on calcule avec ceux-ci des quantités correspondantes de nouveau ballast à ajouter et on les mémorise en fonction du lieu du point respectif de la voie en tant que valeur de ballast nécessaire,
    b) on appelle la valeur de ballast nécessaire mémorisée pour le déversement de la quantité de ballast correspondante, dès qu'un dispositif de ballastage (9) - qui suit le dispositif de mesure (13) par rapport à la direction de travail (4) - a atteint le point correspondant de la voie.
  2. Procédé selon la revendication 1, caractérisé en ce que l'on enregistre - après le dispositif de mesure (13) et avant le dispositif de ballastage (9) par rapport à la direction de travail (4) - le ballast dépassant un profil de lit de ballast prescrit et on le stocke en mémoire intermédiaire en vue d'un déversement selon les besoins par le dispositif de ballastage (9).
  3. Procédé selon la revendication 1, caractérisé en ce que l'on compacte le ballast immédiatement derrière le bourrage de la voie (3) aussi bien entre des traverses voisines que dans une région de tête se raccordant aux extrémités des traverses.
  4. Machine à bourrer pour la mise en oeuvre du procédé de bourrage d'une voie selon la revendication 1, qui est déplaçable sur la voie (3) à l'aide de trains de roulement sur rails (2), caractérisée en ce qu'un dispositif de réception de ballast (10), une réserve de ballast (11) ainsi qu'un dispositif de ballastage qui suit (9) sont disposés, par rapport à une direction de travail (4), entre un dispositif de mesure (13) positionné à l'extrémité avant de la machine (1) et balayant la voie (3) et un ensemble de bourrage (5), dans laquelle le dispositif de mesure (13) est intégré dans une base de mesure de la machine (14) déterminant les défauts de l'assiette de la voie, et dans laquelle une unité de mémoire et de calcul disposée à l'extrémité avant (12) est prévue pour le calcul et le stockage de quantités de nouveau ballast à ajouter en corrélation avec les défauts de l'assiette de la voie respectivement détectés en vue d'un ballastage optimal de la voie.
  5. Ensemble de machines pour la mise en oeuvre du procédé de bourrage d'une voie selon la revendication 1, comprenant une machine de bourrage (1) déplaçable sur une voie (3) et un wagon de réserve (15), caractérisé en ce que la machine de bourrage (1) est équipée d'un dispositif de mesure (13) disposé en avant par rapport à la direction de travail (4), balayant la voie (3) et prévue pour déterminer des défauts de la voie, et il est prévu un dispositif de ballastage (9) sur le wagon de réservoir (15), dans lequel on calcule et on déverse une quantité de nouveau ballast à ajouter en corrélation avec les défauts de l'assiette de la voie respectivement détectés en vue d'un ballastage optimal de la voie.
  6. Ensemble de machines selon la revendication 5, caractérisé en ce que le wagon de réserve (15) présente un dispositif de réception de ballast (10) entre le dispositif de mesure (13) et le dispositif de ballastage (9).
EP13726270.5A 2012-05-30 2013-05-06 Procédé, machine à bourrer et ensemble de machines pour bourrer une voie ferrée Active EP2855774B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH00744/12A CH706577B1 (de) 2012-05-30 2012-05-30 Verfahren zur Unterstopfung eines Gleises und eine Stopfmaschine sowie ein Maschinenverband zur Durchführung des Verfahrens.
PCT/IB2013/000856 WO2013179112A2 (fr) 2012-05-30 2013-05-06 Procédé, machine à bourrer et ensemble de machines pour bourrer une voie ferrée

Publications (2)

Publication Number Publication Date
EP2855774A2 EP2855774A2 (fr) 2015-04-08
EP2855774B1 true EP2855774B1 (fr) 2018-01-31

Family

ID=48539305

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13726270.5A Active EP2855774B1 (fr) 2012-05-30 2013-05-06 Procédé, machine à bourrer et ensemble de machines pour bourrer une voie ferrée

Country Status (7)

Country Link
EP (1) EP2855774B1 (fr)
JP (1) JP6272839B2 (fr)
CN (1) CN104350205B (fr)
CH (1) CH706577B1 (fr)
ES (1) ES2666553T3 (fr)
RU (1) RU2619145C2 (fr)
WO (1) WO2013179112A2 (fr)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106283981A (zh) * 2016-08-30 2017-01-04 中国铁建大桥工程局集团有限公司 一种具有捣实平碴装置之铁路养护小型机械
CN106638177B (zh) * 2017-01-13 2020-05-05 中铁四局集团有限公司 一种有砟线路连续卸砟的过程控制方法
AT521850A1 (de) * 2018-10-24 2020-05-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Gleisbaumaschine und Verfahren zum Unterstopfen von Schwellen eines Gleises
CN109778609A (zh) * 2019-01-25 2019-05-21 中国铁建高新装备股份有限公司 一种多功能捣固车及其作业方法
CN110670430B (zh) * 2019-10-15 2021-05-14 株洲时代电子技术有限公司 一种轨枕位置保护方法
CN111501435A (zh) * 2020-05-09 2020-08-07 中国铁建高新装备股份有限公司 一种适用于边坡清筛作业的清筛机及边坡作业方法

Family Cites Families (12)

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Publication number Priority date Publication date Assignee Title
JPS58135201A (ja) * 1982-02-05 1983-08-11 日本車輌製造株式会社 自動バラスト散布車
AT389336B (de) * 1986-02-12 1989-11-27 Plasser Bahnbaumasch Franz Gleisstopfmaschine mit hebe-, stopf- und gegebenenfalls richtaggregat
EP0436757B1 (fr) 1990-01-10 1992-12-30 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Machine à bourrer les voies ferrées
US5172637A (en) * 1991-02-01 1992-12-22 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Track surfacing machine for the controlled lowering of the track
EP0499018B1 (fr) * 1991-02-12 1994-09-07 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Machine de nettoyage
EP0518845B1 (fr) * 1991-06-12 1995-04-12 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Méthode et machine de compactage de ballast pour voies ferrées
AT403387B (de) * 1992-06-19 1998-01-26 Plasser Bahnbaumasch Franz Maschine zur behandlung der schotterbettung
DE59502490D1 (de) * 1994-11-15 1998-07-16 Plasser Bahnbaumasch Franz Verfahren und Anlage zur Untergrundsanierung einer Schotterbettung eines Gleises
EP0731217B1 (fr) * 1995-03-07 2000-01-12 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Machine à bourrage, assemblage et procédé de bourrage d'une voie ferrée
ES2201431T3 (es) * 1997-11-05 2004-03-16 Franz Plasser Bahnbaumaschinen- Industriegesellschaft M.B.H. Maquina niveladora de balasto y procedimiento para balastar una via.
RU2196860C1 (ru) * 2001-11-19 2003-01-20 Общество с ограниченной ответственностью "Вагонпутьмашпроект" Путевая машина
RU2378441C1 (ru) * 2008-06-24 2010-01-10 ЗАО "Центральное конструкторское бюро тяжелых путевых машин" Машина локальной выправки пути

Also Published As

Publication number Publication date
JP2015521242A (ja) 2015-07-27
JP6272839B2 (ja) 2018-01-31
ES2666553T3 (es) 2018-05-07
CN104350205A (zh) 2015-02-11
WO2013179112A2 (fr) 2013-12-05
CH706577A2 (de) 2013-12-13
CN104350205B (zh) 2016-11-02
RU2619145C2 (ru) 2017-05-12
RU2014142357A (ru) 2016-07-20
CH706577B1 (de) 2015-12-31
WO2013179112A3 (fr) 2014-04-17
EP2855774A2 (fr) 2015-04-08

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