EP3377698B1 - Groupe de bourrage et procédé de bourrage d'une voie ferrée - Google Patents

Groupe de bourrage et procédé de bourrage d'une voie ferrée Download PDF

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Publication number
EP3377698B1
EP3377698B1 EP16787726.5A EP16787726A EP3377698B1 EP 3377698 B1 EP3377698 B1 EP 3377698B1 EP 16787726 A EP16787726 A EP 16787726A EP 3377698 B1 EP3377698 B1 EP 3377698B1
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EP
European Patent Office
Prior art keywords
pressure chamber
tamping
squeezing
piston
motion
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
EP16787726.5A
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German (de)
English (en)
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EP3377698A1 (fr
Inventor
Ronald Steiner
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
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Plasser und Theurer Export Von Bahnbaumaschinen GmbH
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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
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F15—FLUID-PRESSURE ACTUATORS; HYDRAULICS OR PNEUMATICS IN GENERAL
    • F15B—SYSTEMS ACTING BY MEANS OF FLUIDS IN GENERAL; FLUID-PRESSURE ACTUATORS, e.g. SERVOMOTORS; DETAILS OF FLUID-PRESSURE SYSTEMS, NOT OTHERWISE PROVIDED FOR
    • F15B21/00—Common features of fluid actuator systems; Fluid-pressure actuator systems or details thereof, not covered by any other group of this subclass
    • F15B21/12—Fluid oscillators or pulse generators
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B06—GENERATING OR TRANSMITTING MECHANICAL VIBRATIONS IN GENERAL
    • B06B—METHODS OR APPARATUS FOR GENERATING OR TRANSMITTING MECHANICAL VIBRATIONS OF INFRASONIC, SONIC, OR ULTRASONIC FREQUENCY, e.g. FOR PERFORMING MECHANICAL WORK IN GENERAL
    • B06B1/00—Methods or apparatus for generating mechanical vibrations of infrasonic, sonic, or ultrasonic frequency
    • B06B1/18—Methods or apparatus for generating mechanical vibrations of infrasonic, sonic, or ultrasonic frequency wherein the vibrator is actuated by pressure fluid
    • 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
    • E01B2203/12—Tamping devices

Definitions

  • the invention relates to a tamping unit according to the features cited in the preamble of claim 1 and to a method for submerging a track, the known features of which are cited in the preamble of claim 5.
  • EP 1 653 003 A2 is a Stopfaggregat known, wherein the stuffing of a track stuffing pick are moved in pairs to each other. This additional movement for ballast compaction is carried out with the aid of a hydraulically actuated auxiliary cylinder. The addition movement is hydraulically superimposed on a vibratory movement in order to achieve easier penetration into the ballast and improved compaction.
  • the object of the present invention is now to provide a Stopfaggregates and a method of the type mentioned, with a reduced energy consumption for the vibration superposition in the Beistellantrieben is possible.
  • Fig. 1 a side view of a tamping machine with a tamping unit
  • Fig. 2 an enlarged side view of Beistellantriebe tamping unit
  • Fig. 3 a schematic cross section through a Beistellantrieb.
  • Tamping machine 1 shown in a simplified manner has a machine frame 4 which can be moved by rail carriages 2 on a track 3. Between the two rail bogies 2 a height adjustable by a drive 5 Stopfaggregat 6 for Unterstopfen thresholds 7 is arranged.
  • tamping unit 6 has in a Beistellterrorism 8 in pairs about a pivot axis 9 to each other movable, at a lower end 10 with stuffing toppers 11 connected tamping 12 on. These are at an upper end 13 each with a hydraulic Beistellantrieb 14 which are formed both for carrying out the Beistell Gay 8 and one of these superimposed vibration. Both stuffing lever 12 and the Beistellantriebe 14 are mounted on a height adjustable by the drive 5 relative to an aggregate frame 15 carrier 16.
  • a first pressure chamber 20 for generating the Beistell canyon 8 is arranged.
  • a second pressure chamber 21 is provided for one of the Beistell Gay 8 opposing opening movement piston rod side.
  • a third pressure chamber 22 provided for generating vibration is formed by a cavity 23 arranged in the piston rod 18. This is limited piston side by a fixed to a cylinder bottom 24 of the hydraulic cylinder 19 second piston rod 25. Both piston rods 18, 25 are arranged coaxially to a cylinder axis 26 of the hydraulic cylinder 19.
  • the three pressure chambers 20, 21, 22 are each associated with hydraulic lines 27, wherein the connected to the first pressure chamber 20 hydraulic line 27 is connected to a designed as a bladder accumulator energy storage 28.
  • a piston surface 29 the second piston rod 25 and a piston rod-side piston surface 30 of the Beistellkolbens 17 have the same area.
  • each of the first pressure chamber 20 of each Beistellantriebes 14 both stuffing lever 12 with respect to a lower portion about the pivot axis 9 are pivoted to each other by applying the stuffing tamp 11 are provided in the Beistelldoch 8 to each other.
  • the opposing opening movement is achieved by applying the second pressure chamber 21.
  • the Beistell- and opening movement of the tamping pickle 11 is superimposed in each case a composite of two vibration amplitudes, preferably sinusoidal vibration, wherein in the direction of the Beistellieri 8 (s. Fig. 3 ) acting first oscillation amplitude is generated by a pressure pulse in the third pressure chamber 22.
  • the second oscillation amplitude acting in the opposite direction is formed by a pressure pulse in the second pressure chamber 21.
  • the second vibration pulse causes fluid displacement from the first pressure chamber 20.
  • the energy generated in this way is in Energy storage 28 buffered and returned to the activation of the first vibration pulse back into the first pressure chamber 20.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Physics & Mathematics (AREA)
  • Fluid Mechanics (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Machines For Laying And Maintaining Railways (AREA)

Claims (7)

  1. Module de bourrage avec des leviers de bourrage (12) pouvant être déplacés l'un vers l'autre par paires autour d'un axe de pivotement (9) dans un mouvement d'adjonction (8), connectés à une extrémité inférieure (10) à des pics de bourrage (11), dans lequel les leviers de bourrage sont connectés à une extrémité supérieure (13) à un entraînement d'adjonction hydraulique (14) réalisé pour la réalisation du mouvement d'adjonction (8) ainsi que d'une vibration superposée à celui-ci,
    caractérisé en ce que
    une première chambre de pression (20) pour la génération du mouvement d'adjonction, une deuxième chambre de pression (21) pour la génération d'un mouvement d'ouverture dirigé à l'encontre du mouvement d'adjonction et une troisième chambre de pression (22) prévue pour la génération de vibrations sont disposées dans un cylindre hydraulique (19) de l'entraînement d'adjonction (14) présentant un piston d'adjonction (17) avec une tige de piston (18).
  2. Module de bourrage selon la revendication 1, caractérisé en ce que la troisième chambre de pression (22) est formée par un espace creux (23) disposé dans la tige de piston (18) qui est limité côté piston par une seconde tige de piston (25) fixée à un fond de cylindre (24) du cylindre hydraulique (19), dans lequel les deux tiges de piston (18, 25) sont disposées de manière coaxiale à un axe de cylindre (26) du cylindre hydraulique (19).
  3. Module de bourrage selon la revendication 2, caractérisé en ce qu'une face de piston (29) de la deuxième tige de piston (25) et une face de piston (30) côté tige de piston du piston d'adjonction (17) présentent la même superficie.
  4. Module de bourrage selon la revendication 1, caractérisé en ce que la première chambre de pression (20) est connectée à un accumulateur d'énergie (28).
  5. Procédé pour le bourrage inférieur d'une voie ferrée, dans lequel des leviers de bourrage (12) pouvant être déplacés l'un vers l'autre autour d'un axe de pivotement (9), connectés à une extrémité inférieure (10) à des pics de bourrage (11) sont adjoints l'un à l'autre par sollicitation d'une première chambre de pression (20) dans un mouvement d'adjonction (8) et ouverts par sollicitation d'une deuxième chambre de pression (21) dans un mouvement d'ouverture opposé, et dans lequel une vibration est à chaque fois superposée à ces deux mouvements, caractérisé en ce qu'une première impulsion de vibration efficace à chaque fois en direction du mouvement d'adjonction (8) est générée dans une troisième chambre de pression (22).
  6. Procédé selon la revendication 5, caractérisé en ce qu'une seconde impulsion de vibration efficace en direction du mouvement d'ouverture (8) est générée dans la deuxième chambre de pression (21).
  7. Procédé selon la revendication 6, caractérisé en ce que l'énergie générée par la seconde impulsion de vibration et le refoulement de fluide provoqué avec celle-ci hors de la première chambre de pression (20) est stockée de manière intermédiaire dans un accumulateur d'énergie (28) et renvoyée dans la première chambre de pression (20) avec l'activation de la première impulsion de vibration.
EP16787726.5A 2015-11-18 2016-10-19 Groupe de bourrage et procédé de bourrage d'une voie ferrée Active EP3377698B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ATA742/2015A AT517480B1 (de) 2015-11-18 2015-11-18 Stopfaggregat sowie Verfahren zum Unterstopfen eines Gleises
PCT/EP2016/001733 WO2017084732A1 (fr) 2015-11-18 2016-10-19 Groupe de bourrage et procédé de bourrage d'une voie ferrée

Publications (2)

Publication Number Publication Date
EP3377698A1 EP3377698A1 (fr) 2018-09-26
EP3377698B1 true EP3377698B1 (fr) 2019-12-11

Family

ID=57208238

Family Applications (1)

Application Number Title Priority Date Filing Date
EP16787726.5A Active EP3377698B1 (fr) 2015-11-18 2016-10-19 Groupe de bourrage et procédé de bourrage d'une voie ferrée

Country Status (8)

Country Link
US (1) US10633801B2 (fr)
EP (1) EP3377698B1 (fr)
JP (1) JP6743147B2 (fr)
CN (1) CN108291369B (fr)
AT (1) AT517480B1 (fr)
EA (1) EA034353B1 (fr)
ES (1) ES2769060T3 (fr)
WO (1) WO2017084732A1 (fr)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT516547B1 (de) * 2015-02-27 2016-06-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Stopfaggregat zum Unterstopfen von Schwellen eines Gleises
AT517480B1 (de) * 2015-11-18 2017-02-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Stopfaggregat sowie Verfahren zum Unterstopfen eines Gleises
AT520796B1 (de) * 2017-12-21 2020-07-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Stopfaggregat zum Unterstopfen von Schwellen eines Gleises
AT521990B1 (de) * 2018-12-27 2022-07-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren und Gleisbaumaschine zur Bearbeitung eines Schottergleises
AT522456B1 (de) * 2019-10-08 2020-11-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Stopfaggregat zum Unterstopfen von Schwellen eines Gleises
CN111501436B (zh) * 2020-04-30 2021-12-24 中国铁建重工集团股份有限公司 液压捣固装置

Family Cites Families (29)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1021402B (de) * 1954-02-10 1957-12-27 Ing Josef Theurer Gleisstopfmaschine
US3608496A (en) * 1968-06-11 1971-09-28 Plasser Bahnbaumasch Franz Ballast tamping apparatus
CH507415A (fr) * 1969-03-24 1971-05-15 Matisa Materiel Ind Sa Machine pour le bourrage du ballast des voies ferrées
AT315227B (de) * 1969-08-08 1974-05-10 Plasser Bahnbaumasch Franz Stopfwerkzeug für Gleisstopfmaschinen
AT339358B (de) * 1974-05-09 1977-10-10 Plasser Bahnbaumasch Franz Antriebs- und steuereinrichtung fur vibrier- und verstellbare werkzeuge einer gleisbearbeitungsmaschine, insbesondere fahrbare gleisstopfmaschine
CH597522A5 (en) 1975-07-02 1978-04-14 Fernand Moser Double acting actuating ram
US4092903A (en) * 1975-11-17 1978-06-06 Graystone Corporation Vibratory drive mechanism
US4068595A (en) * 1975-11-17 1978-01-17 Graystone Corporation Track tamper
CA1051268A (fr) * 1975-11-17 1979-03-27 Graystone Corporation Ballastiere et mecanisme vibratoire de commande
AT350097B (de) * 1977-02-04 1979-05-10 Plasser Bahnbaumasch Franz Maschine zum unterstopfen der querschwellen eines gleises
CH597429A5 (fr) * 1977-02-18 1978-04-14 Matisa Materiel Ind Sa
CH632027A5 (fr) * 1979-10-05 1982-09-15 Sig Schweiz Industrieges Bourreuse de voies ferrees.
AT369067B (de) * 1981-01-22 1982-12-10 Plasser Bahnbaumasch Franz Zwillingsstopfaggregat fuer gleisstopfmaschinen
DE3523165A1 (de) 1985-06-28 1987-01-08 Mueller Ludwig & Soehne Vorrichtung zum rammen oder einpressen sowie zum ziehen von rammkoerpern
IT1219091B (it) * 1988-03-09 1990-04-24 So Re Ma Operatrici Ferroviari Macchina rincalzatrice perfezionata particolarmente per la rigenerazione di massicciate ferroviarie
JP2000097206A (ja) * 1998-09-24 2000-04-04 Kayaba Ind Co Ltd 油圧シリンダ
CN2350136Y (zh) * 1998-12-19 1999-11-24 周义明 液压振动装置
CN1117637C (zh) * 2000-02-01 2003-08-13 许步勤 液压激振器
AT6220U3 (de) * 2003-02-24 2004-04-26 Plasser Bahnbaumasch Franz Stopfaggregat zum unterstopfen eines gleises
CN1526960A (zh) 2003-09-25 2004-09-08 浙江大学 能平衡重量的单出杆等面积双作用液压缸
EP1568420B1 (fr) * 2004-02-29 2018-08-15 BOMAG GmbH Dispositif et méthode de commande pour une machine vibrante
AT500972B1 (de) * 2004-10-29 2006-05-15 Plasser Bahnbaumasch Franz Verfahren zum unterstopfen von schwellen
RU2290262C1 (ru) * 2005-05-30 2006-12-27 Николай Александрович Радкевич Вибровозбудитель
DE102007061294A1 (de) 2007-12-10 2009-06-18 Thomas Sauer Hydraulikzylinder mit drei Hubkammern und Energiespeicher
JP5699992B2 (ja) 2012-06-21 2015-04-15 Smc株式会社 双方向緩衝装置
AT516547B1 (de) * 2015-02-27 2016-06-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Stopfaggregat zum Unterstopfen von Schwellen eines Gleises
AT517357B1 (de) * 2015-08-21 2017-01-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Stopfaggregat
AT517480B1 (de) * 2015-11-18 2017-02-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Stopfaggregat sowie Verfahren zum Unterstopfen eines Gleises
AT517843B1 (de) * 2015-11-24 2017-05-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren sowie Stopfaggregat zum Unterstopfen eines Gleises

Non-Patent Citations (1)

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Title
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Also Published As

Publication number Publication date
AT517480B1 (de) 2017-02-15
US10633801B2 (en) 2020-04-28
JP6743147B2 (ja) 2020-08-19
ES2769060T3 (es) 2020-06-24
WO2017084732A1 (fr) 2017-05-26
JP2018534453A (ja) 2018-11-22
CN108291369B (zh) 2020-02-21
EP3377698A1 (fr) 2018-09-26
EA034353B1 (ru) 2020-01-30
AT517480A4 (de) 2017-02-15
CN108291369A (zh) 2018-07-17
US20180274178A1 (en) 2018-09-27
EA201800171A1 (ru) 2018-10-31
WO2017084732A8 (fr) 2018-04-12

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