EP0726360B1 - Procédé et machine pour le bourrage et l'assainissement d'une voie ferrée - Google Patents

Procédé et machine pour le bourrage et l'assainissement d'une voie ferrée Download PDF

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Publication number
EP0726360B1
EP0726360B1 EP96890002A EP96890002A EP0726360B1 EP 0726360 B1 EP0726360 B1 EP 0726360B1 EP 96890002 A EP96890002 A EP 96890002A EP 96890002 A EP96890002 A EP 96890002A EP 0726360 B1 EP0726360 B1 EP 0726360B1
Authority
EP
European Patent Office
Prior art keywords
track
tamping
unit
stabilizing
value
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.)
Expired - Lifetime
Application number
EP96890002A
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German (de)
English (en)
Other versions
EP0726360A1 (fr
Inventor
Josef Theurer
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
Application filed by Franz Plasser Bahnbaumaschinen Industrie GmbH filed Critical Franz Plasser Bahnbaumaschinen Industrie GmbH
Publication of EP0726360A1 publication Critical patent/EP0726360A1/fr
Application granted granted Critical
Publication of EP0726360B1 publication Critical patent/EP0726360B1/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
    • 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
    • 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
    • E01B27/17—Sleeper-tamping machines combined with means for lifting, levelling or slewing the track

Definitions

  • the invention relates to a method for stuffing and stabilizing a Track, the track being raised to a provisional target position and gradually is stuffed while the track behind it is working horizontally and offset vibrations perpendicular to the longitudinal direction of the track as well as a vertical load to form a lowering value and thus lowered to a final target position and one Machine for performing the procedure.
  • the targeted track lowering called track stabilization is under continuous forward movement of a corresponding stabilization unit carried out, the load to achieve a constant lowering value remains constant for the track.
  • Parallel to the track stabilization takes place in Direction of work immediately before that within a common machine unit the track underfilling, which - with relative displacement of a tamping unit in relation to the continuously moving machine unit - is carried out gradually in the area of each threshold.
  • the object of the present invention is to create a Method of the generic type, with the relatively small staff and mechanical effort a satisfactory result in the work Combination of a tamping that can be achieved by gradually driving up with a spatial compaction of the ballast bed to avoid is achievable from the initial settling of the track.
  • the step is now gradual Tamping for the first time with a step-by-step process that also takes place in parallel Stabilization process combined.
  • alternating application two different loads (lowering and relief value) during The stabilization sequence is an optimal coordination of the stabilization process guaranteed to the tamping process that took place immediately before.
  • one can use the alternating machine approach different stabilizing effects on the track and thus its different lowering can be excluded.
  • the method according to the invention can be added in particular for the simplified position correction of shorter track sections with reduced mechanical and personnel expenditure.
  • a track tamping and stabilizing machine 1 shown in FIG. 1 has one on rail trolleys 2 supported machine frame 3 on the with respect to the working direction (arrow 4) rear end of a driving and working cabin 5 is assigned to a central control device 6.
  • a unit of energy 7 is used to supply the various drives and one Travel drive 8.
  • To determine position errors one of rails 9 and A first reference system 12 is provided for sleepers 10 formed by track 11. This essentially consists of two with regard to the machine longitudinal direction Measuring car arranged at the end of the machine frame 3 13, a middle measuring car 14 and tensioned tendons 15 together.
  • a tamping unit 16 provided for simultaneous tamping of two adjacent sleepers 10.
  • This vibrating tamping pick 17 having tamping unit 16 is height-adjustable by drives 18.
  • auxiliary drives 19 for compaction of the ballast below the sleepers 10 to be tamped are the tamping pick 17 in a known manner by auxiliary drives 19 in the machine longitudinal direction can be provided to each other.
  • a roll-up straightening unit 20 arranged on the track 11 is arranged, the height and side adjustable by drives 21 with the machine frame 3 is connected. To detect the track 11 are height and side adjustable Lifting tools 22 are provided.
  • a stabilizer vehicle 23 with a provided on a rail chassis 24 supported vehicle frame 25. This is with a front frame end 26 by an all-round effective Joint 27 with the machine frame 3 of the track tamping and stabilizing machine 1 connected.
  • a stabilization unit 28 with the vehicle frame 25 connected.
  • To determine the vertical track position error is a second reference system 29 is provided. This points you immediately behind the stabilization unit 28 can be rolled and adjusted in height on the track Measuring car 30 on.
  • a taut in the machine direction Tendon 31 is at its front end on the rear measuring car 13 of the first reference system 12 and with the rear end on an axle bearing housing 50 of the rail undercarriage 24 is mounted. 2 in more detail Drives of the stabilization unit 28 are described by the Energy unit 7 supplied with energy.
  • An upper boundary line 32 of the stabilizer vehicle 23 is through the in a horizontal - leading through the joint 27 and by a dash-dotted line Line indicated - plane 33 positioned vehicle frame 25 educated. This ensures that one in the driving and working cabin 5 operator located the track tamping and stabilizing machine 1 easily also in the opposite direction with regard to the working direction (for a transfer trip).
  • the stabilization unit 28 lies through (overall four) flanged wheels 34 on the rails 9 of the track 11.
  • Each two flanged wheels opposite each other in the cross-machine direction 34 are to switch off the track play with a hydraulic Spreading drive 35 connected.
  • drives 36 the upper ends are articulated on the vehicle frame 25, connected unit housing 37 two vibrators 38 designed as eccentric drives are mounted. This are used to create cross machine directions and parallel to axes of rotation 39 of the flange rollers 34 vibrations (through Arrow 45 indicated) trained.
  • a so-called roller tongs 40 can be pivoted about an axis 41 running in the machine longitudinal direction mounted on the unit housing 37.
  • the joint 27 can also be in the Level 33 and movable in the machine longitudinal direction on the machine frame 3 be stored.
  • the displacement is carried out by a longitudinal displacement drive 49 (indicated by dash-dotted lines in Fig. 1). So that can for example, even with a particularly different duration of the tamping sequence the duration of the stabilization sequence was kept largely constant become.
  • the central control device 6 shown in FIG. 1 is for an automatic one and simultaneous loading of the tamping unit 16 and the Stabilization unit 28 associated drives 18,36 for a parallel to Lowering the tamping unit 16, increasing the load of a lower relief value to the maximum load.
  • the individual tamping and stabilizing sequences also relate to one another in time be shifted, i.e. take different lengths.
  • the invention Process described in more detail below.
  • the track 11 becomes a provisional target position by the value x raised (see small arrow in Fig. 3), brought into the correct lateral position and supports.
  • the stabilizing unit 28 is used in parallel with the tamping process a controlled lowering of the already stuffed in a stabilization process Track 11 around the value y, also referred to as setting value specification, in the final target position.
  • a connected to the measuring car 30 Height sensor 48 (Fig.
  • the tamping unit is raised 16 and an immediately following common forward movement of the tamping and stabilizing unit 16.28 under appropriate Right of way for machine 1 (Fig. 4).
  • the stabilization unit 28 in a sequence section called a relief process only applied with the relief value 47 and remains as before by pressing the roller table 44 to the rails 9 non-positively engaging with them.
  • the oscillation frequency can remain unchanged or optionally reduced.
  • the next step is to apply the Drives 18 and 36 to initiate the tamping or stabilization process Lowering the tamping unit 16 and increasing the load on the stabilization unit 28 to the maximum value 46 (see FIG. 5).
  • the desired lowering of the track in the area of the stabilization unit 28 (Fig. 6) and the completion of the tamping in the area of the tamping unit 16 begins a new cycle in the manner already described in that while raising the tamping unit 16 and reducing the maximum load 46 both units 16, 28 together to the next job site be moved forward.
  • the stabilization process initiated with the increase in the load lasts A of the stabilization sequence is less long than the one started in parallel Tamping a.
  • the discharge procedure B has a (lower) Part already begins during the tamping process and until it is lowered the tamping unit to initiate the next tamping process lasts.
  • the stabilization process can be completed A a slow forward movement of the vehicle frame 25 can be initiated by acting on the longitudinal displacement drive 49.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Soil Working Implements (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Footwear And Its Accessory, Manufacturing Method And Apparatuses (AREA)
  • Time-Division Multiplex Systems (AREA)
  • Compression, Expansion, Code Conversion, And Decoders (AREA)
  • Control Of Linear Motors (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)

Claims (12)

  1. Procédé pour le bourrage par en dessous et la stabilisation d'une voie ferrée, où la voie est relevée dans une position de consigne provisoire et est bourrée pas à pas par en dessous, tandis que dans le sens de travail derrière, la voie est mise en oscillations s'étendant horizontalement et perpendiculairement à la direction longitudinale de la voie et, pour former une valeur d'abaissement, est chargée d'une charge verticale et abaissée ainsi en une position de consigne définitive, caractérisé en ce que parallèlement à la séquence de bourrage répétée d'une manière continue, constituée de l'opération de bourrage et de l'avance, la voie est abaissée respectivement lors d'une séquence de stabilisation ultérieure, répétée continuellement, constituée d'une opération de stabilisation et d'une opération de décharge, pas à pas dans la position de consigne définitive, où il est augmenté automatiquement lors de l'opération de stabilisation la charge à la valeur d'abaissement et est réduite lors de l'opération de décharge subséquente à une valeur de décharge.
  2. Procédé selon la revendication 1, caractérisé en ce que lors de l'opération de décharge, la charge est réduite de 20 à 100 pour-cent de la charge maximale pour obtenir la valeur de décharge.
  3. Procédé selon la revendication 1 ou 2, caractérisé en ce que la charge verticale, simultanément avec le démarrage de l'opération de bourrage de la séquence de bourrage, est augmentée à la valeur d'abaissement.
  4. Procédé selon la revendication 1, 2 ou 3, caractérisé en ce que la distance entre l'opération de bourrage et de stabilisation est maintenue constante.
  5. Procédé selon l'une des revendications 1 à 4, caractérisé en ce que pendant l'opération de décharge, la charge verticale pour former la valeur de décharge effective pendant l'avance au prochain bourrage par en dessous est réduite d'au moins 50 pour-cent de la valeur d'abaissement.
  6. Procédé selon l'une des revendications 1 à 5, caractérisé en ce que parallèlement à la formation de la valeur de décharge, également la fréquence d'oscillation de la voie est réduite.
  7. Procédé selon l'une des revendications 1 à 6, caractérisé en ce que le changement de la valeur d'abaissement plus élevée à la valeur de décharge est effectué avant l'atteinte de la position de consigne définitive, l'abaissement de voie restant ayant lieu sous les effets pendant l'opération de décharge suivante.
  8. Machine de bourrage de voie et de stabilisation (1) pour la mise en oeuvre du procédé selon la revendication 1, avec un châssis de machine (3) disposé devant relativement au sens de travail, prenant appui sur des trains de roulement sur rails (2), avec un véhicule de stabilisation (23) relié par une articulation (27) active de tout côté à celui-ci et présentant un système de référence propre (29) pour la position en hauteur de la voie, auquel est associé un appareil de stabilisation (28) et un train de roulement sur rails (24), où il est associé au châssis de machine disposé devant (3) un appareil de bourrage et de relevage de voie (16, 20) réglable en hauteur ainsi qu'un système de référence (12) avec un wagon de mesure (13, 14) pouvant rouler sur une voie (11), et où l'appareil de bourrage et de relevage de voie (20) est fixé pour une avance de travail pas à pas de traverse (10) en traverse (10) directement au châssis de machine (3).
  9. Machine selon la revendication 8, caractérisée en ce qu'une ligne de délimitation supérieure (32) du véhicule de stabilisation (23) est formée par un châssis de véhicule (25) positionné dans un plan horizontal (33) passant à travers l'articulation (27).
  10. Machine selon la revendication 9, caractérisée en ce qu'il est associé à l'extrémité arrière, située au voisinage de l'articulation (27) du châssis de machine (3) une cabine de conduite et de travail (5).
  11. Machine selon la revendication 8, caractérisée en ce qu'un wagon de mesure (13) arrière dans le sens de travail du système de référence (12) associé à l'appareil de bourrage (16) est réalisé comme wagon de mesure le plus avant (13) du système de référence (29) associé à l'appareil de stabilisation (28).
  12. Machine selon l'une des revendications 8 à 11, caractérisée par un dispositif de commande central (6) pour une sollicitation automatique et simultanée de commandes (18, 36) associées à l'appareil de bourrage (16) respectivement à l'appareil de stabilisation (28) pour un réglage en hauteur de l'appareil respectif (16, 28).
EP96890002A 1995-02-09 1996-01-05 Procédé et machine pour le bourrage et l'assainissement d'une voie ferrée Expired - Lifetime EP0726360B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT244/95 1995-02-09
AT24495 1995-02-09

Publications (2)

Publication Number Publication Date
EP0726360A1 EP0726360A1 (fr) 1996-08-14
EP0726360B1 true EP0726360B1 (fr) 1999-02-24

Family

ID=3485386

Family Applications (1)

Application Number Title Priority Date Filing Date
EP96890002A Expired - Lifetime EP0726360B1 (fr) 1995-02-09 1996-01-05 Procédé et machine pour le bourrage et l'assainissement d'une voie ferrée

Country Status (15)

Country Link
US (1) US5640909A (fr)
EP (1) EP0726360B1 (fr)
JP (1) JP3746097B2 (fr)
CN (1) CN1087048C (fr)
AT (1) ATE176936T1 (fr)
AU (1) AU699770B2 (fr)
CA (1) CA2169138C (fr)
CZ (1) CZ285325B6 (fr)
DE (1) DE59601320D1 (fr)
DK (1) DK0726360T3 (fr)
ES (1) ES2130776T3 (fr)
FI (1) FI118815B (fr)
PL (1) PL180629B1 (fr)
RU (1) RU2143512C1 (fr)
SK (1) SK283239B6 (fr)

Families Citing this family (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT500949B8 (de) * 2004-10-01 2007-02-15 Plasser Bahnbaumasch Franz Maschine zur durchführung einer gleislagekorrektur
AT503437B1 (de) * 2006-08-10 2007-10-15 Plasser Bahnbaumasch Franz Verfahren zum unterstopfen und stabilisieren eines gleises
KR100838227B1 (ko) * 2007-04-16 2008-06-16 한국철도기술연구원 기계화 시공을 위한 고강도 속경성 프리팩트 콘크리트 도상궤도 구조 및 시공방법
AT505909B1 (de) * 2007-11-27 2009-05-15 Plasser Bahnbaumasch Franz Verfahren und maschine zur verdichtung von schotter eines gleises
CN102486017A (zh) * 2010-12-03 2012-06-06 襄樊金鹰轨道车辆有限责任公司 轨道稳定装置
CN102486018A (zh) * 2010-12-03 2012-06-06 襄樊金鹰轨道车辆有限责任公司 一种轨道稳定装置
CN102720101B (zh) * 2012-05-22 2015-07-08 昆明中铁大型养路机械集团有限公司 线路捣固稳定车及道岔稳定方法
RU2547108C1 (ru) * 2013-12-11 2015-04-10 Анатолий Николаевич Шилкин Способ корректировки положения рельсового пути
PL2902546T3 (pl) * 2014-01-30 2018-03-30 Hp3 Real Gmbh Urządzenie do zagęszczania podsypki z tłucznia toru kolejowego
HUE042007T2 (hu) * 2014-08-13 2019-06-28 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Berendezés vágány stabilizálására
AT518023B1 (de) * 2015-12-02 2018-04-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Stopfmaschine sowie Verfahren zur Durchführung einer Lagekorrektur eines Gleises
CN108086067B (zh) * 2016-11-23 2023-10-17 中国铁建高新装备股份有限公司 一种连续式线路道岔稳定车
JPWO2018189914A1 (ja) * 2017-04-14 2020-02-20 富士通株式会社 触感提供装置、及び、シミュレーションシステム
CN110130167A (zh) * 2018-02-08 2019-08-16 中国铁建高新装备股份有限公司 一种铁路轨道几何参数测量装置及起拨道控制方法
JP7157965B2 (ja) * 2018-06-05 2022-10-21 株式会社高萩自工 線路保守用車両
US11155135B2 (en) 2018-06-06 2021-10-26 Nordco Inc. Traction system for railcar movers
AT523228A1 (de) * 2019-12-10 2021-06-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Maschine und Verfahren zum Stabilisieren eines Schottergleises
CN112064431B (zh) * 2020-09-11 2022-08-16 李卫 一种轨道交通用捣固机
CN113202079B (zh) * 2021-04-30 2022-08-23 潍坊峡山水务有限公司 一种堤坝斜坡夯实装置及其使用方法

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT343165B (de) * 1975-01-31 1978-05-10 Plasser Bahnbaumasch Franz Fahrbare schotterbett-verdichtmaschine zur korrektur der gleislage
US4046078A (en) * 1975-01-31 1977-09-06 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Track surfacing apparatus
US4125075A (en) * 1977-03-18 1978-11-14 Canron, Inc. High speed production tamper compactor
AT371170B (de) * 1981-01-16 1983-06-10 Plasser Bahnbaumasch Franz Gleisverfahrbare maschine zum verdichten, insbesondere gleisnivellierstopfmaschine, mit stabilisitationsaggregat
AT371171B (de) * 1981-01-28 1983-06-10 Plasser Bahnbaumasch Franz Gleisnivellierstopf- und richtmaschine mit stabilisationsaggregat
US4643101A (en) * 1982-11-23 1987-02-17 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Mobile track leveling, lining and tamping machine
AT389132B (de) * 1987-09-04 1989-10-25 Plasser Bahnbaumasch Franz Kontinuierlich (non-stop) verfahrbare gleisbaumaschine
AT400162B (de) * 1990-02-06 1995-10-25 Plasser Bahnbaumasch Franz Verfahren und gleisbaumaschine zur messung des querverschiebewiderstandes
AT402952B (de) * 1991-03-26 1997-10-27 Plasser Bahnbaumasch Franz Gleisbaumaschine zum kontrollierten absenken einesgleises
AT401943B (de) * 1992-08-21 1996-12-27 Plasser Bahnbaumasch Franz Kontinuierlich verfahrbare gleisstopfmaschine

Also Published As

Publication number Publication date
DE59601320D1 (de) 1999-04-01
CZ285325B6 (cs) 1999-07-14
AU4442196A (en) 1996-08-15
CN1135002A (zh) 1996-11-06
FI960580A (fi) 1996-08-10
DK0726360T3 (da) 1999-09-27
FI960580A0 (fi) 1996-02-08
ES2130776T3 (es) 1999-07-01
CN1087048C (zh) 2002-07-03
AU699770B2 (en) 1998-12-17
PL180629B1 (pl) 2001-03-30
JP3746097B2 (ja) 2006-02-15
EP0726360A1 (fr) 1996-08-14
CA2169138C (fr) 2005-12-20
US5640909A (en) 1997-06-24
CA2169138A1 (fr) 1996-08-10
FI118815B (fi) 2008-03-31
CZ20896A3 (en) 1996-08-14
PL312669A1 (en) 1996-08-19
SK17396A3 (en) 1997-03-05
ATE176936T1 (de) 1999-03-15
SK283239B6 (sk) 2003-04-01
RU2143512C1 (ru) 1999-12-27
JPH08239801A (ja) 1996-09-17

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