EP3317460B1 - Procédé et machine pour la stabilisation d'une plate-forme de voie en terre - Google Patents

Procédé et machine pour la stabilisation d'une plate-forme de voie en terre Download PDF

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Publication number
EP3317460B1
EP3317460B1 EP16726790.5A EP16726790A EP3317460B1 EP 3317460 B1 EP3317460 B1 EP 3317460B1 EP 16726790 A EP16726790 A EP 16726790A EP 3317460 B1 EP3317460 B1 EP 3317460B1
Authority
EP
European Patent Office
Prior art keywords
ballast
earth formation
machine
track
layer
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
EP16726790.5A
Other languages
German (de)
English (en)
Other versions
EP3317460A1 (fr
Inventor
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
Plasser und Theurer Export Von Bahnbaumaschinen 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.)
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Application filed by Plasser und Theurer Export Von Bahnbaumaschinen GmbH filed Critical Plasser und Theurer Export Von Bahnbaumaschinen GmbH
Priority to PL16726790T priority Critical patent/PL3317460T3/pl
Publication of EP3317460A1 publication Critical patent/EP3317460A1/fr
Application granted granted Critical
Publication of EP3317460B1 publication Critical patent/EP3317460B1/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
    • E01B27/06—Renewing or cleaning the ballast in situ, with or without concurrent work on the track
    • E01B27/08—Renewing or cleaning the ballast in situ, with or without concurrent work on the track the track having been taken-up
    • 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
    • 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
    • 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 invention relates to a method for stabilizing a Erdplanums a track, wherein the exposed after removal of the track and ballast Erdplanum mixed with aggregates and is leveled to form a protective layer and compacted.
  • the invention also relates to a machine for carrying out the method.
  • AT 513 248 is a method for cleaning or renewal of ballast of a track known.
  • the track-laying machine used for this purpose is supported by two crawler tracks in the trackless construction site.
  • the gravel collected by a clearing device is cleaned in a screening plant and dropped in the working direction in front of the front crawler undercarriage in a first subset to form a gravel layer on which the two crawler tracks are moved while preserving the Erdplanums.
  • Behind the second chassis the introduction and planing of the remaining amount of ballast takes place to produce an exact gravel road.
  • EP 2 054 552 B1 also describes a crawler traveling machine for renewing a ballast bed. On a - by ballast removal behind the front, unrolling on the old ballast bed suspension - Planum is first a base laid from geotextile or geogrid, on which then a sand layer and on this a Neuschotter füre be applied and compacted. The second crawler chassis of the machine travels on the new ballast bed made by it.
  • the object of the present invention is now to provide a method or a machine of the type mentioned, with which or an improved subsurface restoration is possible.
  • Such a method has the advantage that the formation of a rehabilitation layer is possible without having to drive it before completion with a - leading to an uneven compression - chassis. This can be ensured with relatively little process cost optimal quality of the redevelopment layer.
  • a trained according to the features of claim 5 machine has the advantage that the required for the rehabilitation of Erdplanums design effort is relatively low.
  • a ballast cleaning machines for an additional Insert variant easily retrofitted (or simply dismantled).
  • Fig. 1 and 2 in each case a side view of a - during two different working operations mapped - machine for carrying out the method according to the invention.
  • An apparent in the drawing, for the underground rehabilitation of a track serving machine 1 has a machine frame 2, which is equipped with two end arranged rail bogies 3. Between these are - with respect to a working direction 4 - front crawler chassis 5 and a rear crawler chassis 6 via drives 7 height adjustable connected to the machine frame 2, on which also still a clearing chain 8 for receiving gravel 9, a sieve 10, a work booth 11 and a Motor 12 are provided.
  • a discharge device 22 in the form of an outlet opening 14 having bulk storage 13 is arranged, which is a grading and compacting device 15 downstream with respect to the working direction 4.
  • a height adjustable by 16 drives tearing device 17 with tear teeth 18 spaced apart in a cross-machine direction.
  • the inventive method for stabilizing a Erdplanums 19 of the track begins - after the dismantling of the rails and sleepers of the track - with the removal of the ballast 9 using the Räumkette 8 in a in Fig. 1 illustrated first work pass.
  • the machine 1 is thereby moved by means of the lowered crawler tracks 5 and 6 continuously on the uncovered by the upstream clearing 8 Erdplanum 19.
  • the cleaned in the sieve 10 ballast and the resulting spoil is loaded via conveyor belts 23 in (not shown) located on the siding material cart for intermediate storage.
  • Gravel 27 can subsequently be dropped onto this remediation layer 26, which gravel was separated and stored as still acceptable waste during ballast cleaning and which is now leveled to form a protective layer 28, such as the far right in FIG Fig. 2 to see.
  • the gravel 9 taken up by the broaching chain 8 and cleaned in the screening plant 10 can be thrown off the reorganization layer 26 after the intermediate storage to form a ballast bedding.

Landscapes

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

Claims (5)

  1. Procédé de stabilisation d'un palier (19) d'une voie ferrée, dans lequel le palier (19) libéré après retrait de la voie ferrée et du ballast est mélangé à des agrégats ainsi que nivelé et compacté en formant une couche protectrice (21), caractérisé par les caractéristiques suivantes :
    a) un ameublissement du palier (19), une introduction d'agrégats (30) ainsi qu'un aplanissement s'effectuent dans une première passe de travail dans une section de travail (20) adjacente à un mécanisme de roulement sur chenilles arrière (6) par rapport à un sens de travail (4) parallèlement au retrait du ballast (9),
    b) le palier (19) mélangé avec des agrégats (30) est mélangé dans une seconde passe de travail par réception au moyen d'une chaîne de dégagement (8) et poursuite de transport vers une station de déchargement (24) située derrière le mécanisme de roulement sur chenilles arrière (6) et de nouveau déchargé sur le palier libéré (19), suite à quoi une couche d'assainissement (26) est formée en aplanissant et compactant le palier déchargé (19).
  2. Procédé selon la revendication 1, caractérisé en ce que le ballast (9) reçu dans la première passe de travail est nettoyé et ce faisant entreposé en tant que déblais de gravier séparé (27) qui est déchargé sur la couche d'assainissement (26) dans la seconde passe de travail et aplani pour la formation d'une couche protectrice (28).
  3. Procédé selon la revendication 2, caractérisé en ce qu'un film (29) est déposé sur la couche d'assainissement (26) avant le déchargement de gravier (27).
  4. Procédé selon la revendication 1, caractérisé en ce que le ballast (9) reçu par la chaîne de dégagement (8) est nettoyé et déchargé sur la couche d'assainissement (26) après entreposage pour la formation d'un lit de ballast.
  5. Machine avec mécanismes de roulement sur chenilles, une chaîne de dégagement (8) pour la réception de ballast (9), une installation de tamis (10) ains qu'avec un dispositif de déchargement (22) prévu pour l'introduction de marchandise en vrac, pour la réalisation d'un procédé selon la revendication 1, caractérisée par les caractéristiques suivantes :
    a) un réservoir de marchandise en vrac (13) présentant une ouverture de sortie (14) est disposé en tant que dispositif de déchargement (22) après le mécanise de roulement sur chenilles arrière (6) par rapport à un sens de travail (4) de la machine (1),
    b) des dents de défonçage (18) écartées les unes des autres dans un sens transversal de machine, réglables en hauteur par des entraînements pour un ameublissement d'un palier (19) sont disposées avant le réservoir de marchandise en vrac (13),
    c) un dispositif d'aplanissement et de compactage (15) est prévu derrière le réservoir de marchandise en vrac (13) par rapport au sens de travail (4).
EP16726790.5A 2015-07-01 2016-06-02 Procédé et machine pour la stabilisation d'une plate-forme de voie en terre Active EP3317460B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL16726790T PL3317460T3 (pl) 2015-07-01 2016-06-02 Sposób i maszyna do stabilizowania podbudowy

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ATA420/2015A AT517075B1 (de) 2015-07-01 2015-07-01 Verfahren zum Stabilisieren eines Erdplanums
PCT/EP2016/000906 WO2017001037A1 (fr) 2015-07-01 2016-06-02 Procédé de stabilisation d'une plate-forme de voie en terre

Publications (2)

Publication Number Publication Date
EP3317460A1 EP3317460A1 (fr) 2018-05-09
EP3317460B1 true EP3317460B1 (fr) 2019-08-07

Family

ID=56098203

Family Applications (1)

Application Number Title Priority Date Filing Date
EP16726790.5A Active EP3317460B1 (fr) 2015-07-01 2016-06-02 Procédé et machine pour la stabilisation d'une plate-forme de voie en terre

Country Status (7)

Country Link
US (1) US10214864B2 (fr)
EP (1) EP3317460B1 (fr)
CN (1) CN107787385B (fr)
AT (1) AT517075B1 (fr)
ES (1) ES2747750T3 (fr)
PL (1) PL3317460T3 (fr)
WO (1) WO2017001037A1 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11118315B2 (en) * 2018-02-22 2021-09-14 R&B Leasing, Llc System and method for sub-grade stabilization of railroad bed
CN110886164A (zh) * 2019-11-07 2020-03-17 太原中车时代轨道工程机械有限公司 一种侧部进出轨排的移动式夯拍装置

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2196205A (en) * 1938-06-29 1940-04-09 Benjamin H Flynn Tamping and/or mixing machine
AT307476B (de) 1967-09-08 1973-05-25 Plasser Bahnbaumasch Franz Einrichtung zur nachträglichen Aufbringung einer den Unterbau gegen die Bettung abschirmenden Schicht bei vorhandenen Gleisanlagen
AT398097B (de) * 1991-11-13 1994-09-26 Plasser Bahnbaumasch Franz Anlage zur herstellung einer planumschutzschichte
EP0640719B1 (fr) 1993-08-31 1997-09-03 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Procédé de stabilisation d'une surface du sol
ES2120158T3 (es) * 1994-11-15 1998-10-16 Plasser Bahnbaumasch Franz Procedimiento y dispositivo para el saneamiento de subsuelo del lecho de gravilla de una via.
ATA13422001A (de) * 2001-08-23 2003-09-15 Plasser Bahnbaumasch Franz Maschine zur bearbeitung einer gleisbettung
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
JP5110543B2 (ja) 2006-08-25 2012-12-26 セルサ マシネラー グライスバウ アーゲー バラスト道床を更新するための方法及び装置
DE202006019143U1 (de) * 2006-12-18 2008-04-30 Wiebe Holding Gmbh & Co. Kg Gleisbaumaschine zur Gleissanierung
AT11972U1 (de) * 2010-08-02 2011-08-15 Plasser Bahnbaumasch Franz Anlage zur reinigung einer schotterbettung
AT513248B1 (de) * 2012-12-11 2014-03-15 Plasser Bahnbaumasch Franz Verfahren und Maschine zur Reinigung von Schotter eines Gleises

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
AT517075B1 (de) 2016-11-15
ES2747750T3 (es) 2020-03-11
US20180179709A1 (en) 2018-06-28
PL3317460T3 (pl) 2020-01-31
US10214864B2 (en) 2019-02-26
CN107787385B (zh) 2019-10-08
CN107787385A (zh) 2018-03-09
WO2017001037A1 (fr) 2017-01-05
EP3317460A1 (fr) 2018-05-09
AT517075A4 (de) 2016-11-15

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