EP0812960A2 - Dispositif de pose pour traverses de chemin de fer - Google Patents

Dispositif de pose pour traverses de chemin de fer Download PDF

Info

Publication number: EP0812960A2
Authority: EP; European Patent Office
Prior art keywords: bar; suction; longitudinal direction; sleeper; track
Prior art date: 1996-06-10
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

EP97109269A

Other languages

German (de)

English (en)

Other versions

EP0812960A3 (fr

EP0812960B1 (fr

Inventor

Dieter Konecny

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

Hermann Wiebe Grundstuecks- und Maschinenanlagen KG

Original Assignee

Franz Plasser Bahnbaumaschinen Industrie GmbH

Hermann Wiebe Grundstuecks- und Maschinenanlagen KG

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.)

1996-06-10

Filing date

1997-06-07

Publication date

1997-12-17

1997-06-07 Application filed by Franz Plasser Bahnbaumaschinen Industrie GmbH, Hermann Wiebe Grundstuecks- und Maschinenanlagen KG filed Critical Franz Plasser Bahnbaumaschinen Industrie GmbH

1997-12-17 Publication of EP0812960A2 publication Critical patent/EP0812960A2/fr

1998-05-20 Publication of EP0812960A3 publication Critical patent/EP0812960A3/fr

2000-08-09 Application granted granted Critical

2000-08-09 Publication of EP0812960B1 publication Critical patent/EP0812960B1/fr

2017-06-07 Anticipated expiration legal-status Critical

Status Expired - Lifetime legal-status Critical Current

Links

Images

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
- E01B29/06—Transporting, laying, removing or renewing sleepers

Definitions

the invention relates to a sleeper laying device for transporting a sleeper between a conveyor for conveying the sleeper in the longitudinal direction of the track and a laying position, in which the sleeper rests on a ballast bed to form a track.
Such a device for transporting and depositing new sleepers on the ballast bed is already known from AT 359 539.
This device is composed of a guide wheel rotatably mounted about an axis running in the longitudinal direction of the sleeper and an endless vertical conveyor.
the guide wheel has radially protruding entrainment members which are immersed between the sleepers to be laid and thus ensure a distance from one another. With the help of a lever, the sleeper to be laid is held back on the device until the correct distance to the threshold that was laid last and already deposited on the ballast bed is reached.
a further device of the type mentioned in which the sleepers supplied via a conveyor line transverse to the longitudinal direction of the track pass over an elongated roller conveyor falling at an acute angle to the bedding onto a sliding plate, in the area of which the actual device is located to lay the individual sleepers.
this has a setting mechanism, which in each case consists of four different actuators that can be moved via separate adjustment drives.
DE 2 147 575 A1 discloses a mobile device for exchanging the rails of a track, in which the sleepers remaining on the bed are aligned in the longitudinal and transverse directions of the rails before the new rails are laid. Alignment in the longitudinal direction of the track is carried out in accordance with the specified threshold distances by means of two wheels each assigned to a threshold end. These have several incisions on their circumference to accommodate a single threshold. However, such a known device is not suitable for laying new sleepers.
CH 594 105 B discloses a track renewal machine for replacing both the rails and the sleepers of a track, in which the sleepers transported forward by the transport vehicles via a longitudinal conveyor line in a transverse position to the laying vehicle in the area above the laying location of one with radial extensions equipped wheel are deflected in a direction opposite to the working direction. After the deflection, the sleepers slide under the influence of gravity up to an end stop, which controls the setting down of the individual sleepers on the bedding.
it is disadvantageous that the sleepers have to be stored both on the transport vehicles and in the region of the conveyor line with their base surface upwards, that is to say rotated by 180 ° .
the object of the present invention is to create a sleeper installation device of the generic type, with which a precise sleeper storage is possible with a constructional simplification.
a sleeper installation device of the type described at the outset which is characterized by a suction bar running perpendicular to the longitudinal direction of the track and horizontally, which is provided on a sleeper contact side with a number of suction openings connected via a pipeline to a vacuum generator.
the suction technology enables both a very simple and quick transfer of a threshold from the conveyor and a precise placement on the ballast bed. These advantages can be achieved primarily in that the threshold for the laying process only has to be detected on its upper side. This eliminates the need to interpose a support element known from the prior art between the underside of the threshold and ballast bedding. When removed, such a support element can possibly cause a change in the position of the threshold and thus a significant impairment of the track laying process.
the suction technology also excludes any possibility of mechanical stress on the sensitive edges of the sleepers made of concrete. Another advantage is the extremely simple separation between the laying device and the threshold located in the precise laying position by exposing the suction chamber to normal air pressure. This reliably eliminates any undesired impairment of the exact laying position of the threshold, while avoiding complex mechanisms.
FIG. 1 shows a track laying machine 1 for dismantling an old track 2 and laying a new track 3, which, together with a rail expansion carriage 4 shown in FIG. 2, forms a track conversion system 5.
This additionally comprises a drive car 7, which is arranged upstream of the machine 1 with respect to the working direction - indicated by an arrow 6 - and sleeper cars, not shown here.
the machine 1 has a machine frame 8 which is supported on the old track 2 at its front end in the working direction via a rail running gear 9 belonging to the adjacent drive carriage 7, while the rear end of the machine frame 8 is supported by a height-adjustable and its own travel drive 41 having caterpillar track 10 is connected. Another rail running gear 11 provided for the transfer travel is pivoted up into a non-operating position during work.
a sleeper receiving device 12 is directly upstream of the crawler chassis 10 and is assigned a first conveyor device 13 for the removal of old sleepers 14.
a second conveyor device 15 for the transport of new sleepers 16 cooperates with a sleepers laying device 17 arranged in the area behind the crawler track 10 for depositing the new sleepers 16.
a portal crane 23 which can be moved on rails 22 on the machine frame 8 is for the transport of the sleepers 14, 16 provided to or from the sleeper wagons.
the machine 1 is furthermore equipped with height and side adjustable rail guides 18, 19 for the old rails 20 and new rails 21 as well as with operating cabins 24 placed in the work area for operators observing the work processes.
the machine 1 is controlled with respect to its direction and height by means of a scanning device 25 which has a guide carriage 26 which is height-adjustable via a drive 27 and follows the old track position. This rolls in the area in front of the sleeper receiving device 12 on the old sleepers 14, which have already been freed from the old rails 20.
the rail spreading carriage 4 (FIG. 2), which can be moved separately from the machine 1 or follows it at a constant distance in the working direction, consists of a machine frame 28 and rail guides 29, which are adjustable in height and on the side, for spreading the new rails 21 and rail guides 30, by means of which the old rails 20 are deposited in the middle of the track.
Both rail trolleys 31 of the rail spreader car 4 which has a driving cabin 32 and a material crane 33, roll on the new rails 21 of the new track 3.
a coupling 34 is used for the articulated connection of the machine frame 28 to the machine frame 8 of the machine 1 for the transfer run.
a separate travel drive 54 is provided for the work.
a leveling device 35 is provided directly behind it.
This has a dozer blade 36 which extends in the transverse direction of the track and is arranged approximately vertically. Brackets are provided on the two ends of the dozer blade 36 which are spaced apart from one another in the cross-machine direction, in which a screw conveyor 38 which is arranged directly upstream of the dozer blade 36 in the working direction is fastened. This is rotatable about an axis running transversely to the machine longitudinal direction and horizontally and is symmetrical with respect to a machine-centered vertical plane of the machine 1 running in the machine longitudinal direction. The length of the screw conveyor 38 in the cross machine direction corresponds approximately to the length of the dozer blade 36.
the threshold laying device 17 shown in detail in FIGS. 3 to 7 essentially consists of a suction bar 45, which runs perpendicular to the longitudinal direction of the track and runs horizontally and is fastened to a support frame 44.
the support frame 44 is mounted in a guide 46 so as to be height-adjustable and by means of a height adjustment drive 47 relative to the machine frame 8 or adjustable in height to a frame 48 connected to it.
the guide 46 is mounted on the frame 48 so as to be pivotable about a pivot axis 49 which runs horizontally and perpendicularly to the machine or track longitudinal direction.
the support frame 44 together with the suction bar is 45 pivotable about said pivot axis 49.
the suction bar 45 is mounted on the support frame 44 so as to be pivotable about an axis 53 running perpendicularly to its longitudinal direction and parallel to a contact plane 52 formed by a threshold contact side 51.
the suction bar 45 is composed of a base bar 56 having a cavity 55 and a contact bar 57 spaced therefrom.
Suction nozzles 58 which are arranged one behind the other in the longitudinal direction of the bar and are embodied in a cylindrical and compressible manner, are arranged between the base and contact bars 56, 57.
Suction ports 59 are provided within these suction ports 58 on both the base bar and the contact bar 56, 57.
the cavity 55 of the base beam 56 is connected to a pipeline 61 via an opening 60. This is connected to a vacuum generator 62, which is shown only schematically in FIG. 3.
the contact bar 57 has on its threshold contact side 51 an endless sealing strip 63 which surrounds the suction openings 59.
a height sensor 64 for example in the form of a cable pull potentiometer, is provided for detecting the distance between the suction bar 45 and the machine frame 8 or the frame 48.
pairs of pliers 65 spaced apart from one another in the longitudinal direction of the bar and fastened to the suction bar 45 are provided (these are only not shown in FIG. 5 for the sake of a better overview).
the pairs of pliers 65 each have two sleeper pliers 66, which can be provided to one another by a drive 67 about an axis 68 running in the longitudinal direction of the beam.
the two pairs of pliers 65 can also be used to lay a threshold 16 made of wood, which could possibly not be optimally laid with the suction beam 45 due to an uneven surface. It is particularly advantageous that no changeover work is required to switch between the suction technology and the pliers insert.
the pivoting drive 50 is acted upon, as a result of which the suction bar 45 comes to lie above the threshold 16 to be detected. Subsequently, the suction beam 45 is lowered by acting on the height adjustment drive 47 until the sealing strip 63 of the contact beam 57 lies snugly on the surface of the threshold 16 to be detected. The slight compression of the suction nozzle 58 that takes place supports a full and damped support. Subsequently, the threshold 16 is sucked in by applying a vacuum. Then, under the action of the height adjustment drive 47 and the pivoting drive 50, the suctioned threshold 16 is shifted from the conveying device 15 to a ballast bed 69 (see FIG. 5).
the height adjustment to be carried out with the height adjustment drive 47 can be precisely controlled by the height transmitter 64. As soon as the threshold 16 rests on the ballast bed 69, the negative pressure in the suction beam 45 is released by appropriate valve control and a new cycle for detecting the next threshold 16 to be installed is initiated. When laying sleepers 16 made of concrete, the use of sleeper pliers 66 is not necessary.

Landscapes

Engineering & Computer Science (AREA)
Architecture (AREA)
Civil Engineering (AREA)
Structural Engineering (AREA)
Machines For Laying And Maintaining Railways (AREA)
Liquid Crystal Substances (AREA)
Electroluminescent Light Sources (AREA)
Non-Silver Salt Photosensitive Materials And Non-Silver Salt Photography (AREA)
Electric Cable Installation (AREA)
Laying Of Electric Cables Or Lines Outside (AREA)
Road Paving Structures (AREA)
Conveying And Assembling Of Building Elements In Situ (AREA)

EP97109269A 1996-06-10 1997-06-07 Dispositif de pose pour traverses de chemin de fer Expired - Lifetime EP0812960B1 (fr)

Applications Claiming Priority (3)

Application Number	Priority Date	Filing Date	Title
AT1008/96		1996-06-10
AT0100896A ATA100896A (de)	1996-06-10	1996-06-10	Schwellenverlegevorrichtung
AT100896		1996-06-10

Publications (3)

Publication Number	Publication Date
EP0812960A2 true EP0812960A2 (fr)	1997-12-17
EP0812960A3 EP0812960A3 (fr)	1998-05-20
EP0812960B1 EP0812960B1 (fr)	2000-08-09

Family

ID=3504814

Family Applications (1)

Application Number	Title	Priority Date	Filing Date
EP97109269A Expired - Lifetime EP0812960B1 (fr)	1996-06-10	1997-06-07	Dispositif de pose pour traverses de chemin de fer

Country Status (5)

Country	Link
EP (1)	EP0812960B1 (fr)
AT (2)	ATA100896A (fr)
DE (1)	DE59702128D1 (fr)
ES (1)	ES2152057T3 (fr)
PL (1)	PL183216B1 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
EP2431521A1 (fr) *	2010-09-15	2012-03-21	GSG Knape Gleissanierung GmbH	Dispositif destiné à exécuter des travaux de construction de rails
WO2012095152A1 (fr) *	2011-01-11	2012-07-19	Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh	Procédé et véhicule pour le remplacement par endroits d'anciennes traverses d'une voie par des traverses neuves
CN109972462A (zh) *	2017-12-27	2019-07-05	北京城建设计发展集团股份有限公司	预制道床板多维度精调机构
CN112761034A (zh) *	2020-12-24	2021-05-07	成都市新筑路桥机械股份有限公司	一种流体材料浇筑小车
CN115627666A (zh) *	2022-10-26	2023-01-20	中交二公局铁路建设有限公司	一种铁路混凝土轨枕方位及歪斜调整装置及调整方法

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
CN110076903A (zh) *	2019-06-03	2019-08-02	北京好运达智创科技有限公司	一种轨枕套管锁付机

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
FR2263086A1 (en) *	1974-03-07	1975-10-03	Voogd Cornelis	Machine for prodn. of concrete slabs etc. - has vertically movable compacting bar resting on mould edges
AT359539B (de) *	1978-06-14	1980-11-10	Plasser Bahnbaumasch Franz	Fahrbare schwellenverlegeeinrichtung

1996
- 1996-06-10 AT AT0100896A patent/ATA100896A/de not_active Application Discontinuation
1997
- 1997-06-06 PL PL97320446A patent/PL183216B1/pl not_active IP Right Cessation
- 1997-06-07 AT AT97109269T patent/ATE195360T1/de active
- 1997-06-07 EP EP97109269A patent/EP0812960B1/fr not_active Expired - Lifetime
- 1997-06-07 ES ES97109269T patent/ES2152057T3/es not_active Expired - Lifetime
- 1997-06-07 DE DE59702128T patent/DE59702128D1/de not_active Expired - Lifetime

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
EP2431521A1 (fr) *	2010-09-15	2012-03-21	GSG Knape Gleissanierung GmbH	Dispositif destiné à exécuter des travaux de construction de rails
WO2012034694A1 (fr) *	2010-09-15	2012-03-22	Gsg Knape Gleissanierung Gmbh	Dispositif pour réaliser des travaux sur des voies
CN103109020A (zh) *	2010-09-15	2013-05-15	克纳普集团控股公司	用于进行轨道施工的设备
WO2012095152A1 (fr) *	2011-01-11	2012-07-19	Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh	Procédé et véhicule pour le remplacement par endroits d'anciennes traverses d'une voie par des traverses neuves
CN109972462A (zh) *	2017-12-27	2019-07-05	北京城建设计发展集团股份有限公司	预制道床板多维度精调机构
CN109972462B (zh) *	2017-12-27	2024-04-16	北京城建设计发展集团股份有限公司	预制道床板多维度精调机构
CN112761034A (zh) *	2020-12-24	2021-05-07	成都市新筑路桥机械股份有限公司	一种流体材料浇筑小车
CN115627666A (zh) *	2022-10-26	2023-01-20	中交二公局铁路建设有限公司	一种铁路混凝土轨枕方位及歪斜调整装置及调整方法

Also Published As

Publication number	Publication date
ATE195360T1 (de)	2000-08-15
DE59702128D1 (de)	2000-09-14
PL320446A1 (en)	1997-12-22
ATA100896A (de)	1997-06-15
EP0812960A3 (fr)	1998-05-20
ES2152057T3 (es)	2001-01-16
PL183216B1 (pl)	2002-06-28
EP0812960B1 (fr)	2000-08-09

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Publication	Publication Date	Title
DE2720064C2 (de)	1986-02-27	Fahrbare Einrichtung zum kontinuierlichen Auswechseln der Schwellen eines Gleises
DE4421662C2 (de)	2002-12-19	Arbeitszug und Verfahren zum Austauschen alter Schwellen eines Gleises gegen neue Schwellen
AT402308B (de)	1997-04-25	Stopfmaschine
EP0621371A2 (fr)	1994-10-26	Machine pour le renouvellement ou la pose d'une voie ferrée
AT400341B (de)	1995-12-27	Maschine zum schwellenwechseln
EP0670932B1 (fr)	1997-08-06	Machine de pose de voie pour le renouvellement des voies ferrees
EP0824164B1 (fr)	2004-03-31	Machine de construction pour voie ferrée pour enlever le ballast
EP0771909B1 (fr)	1999-02-24	Machine pour le démontage d'une ancienne voie ferrée et l'installation d'une nouvelle voie
CH628380A5 (de)	1982-02-26	Fahrbare einrichtung zum kontinuierlichen auswechseln eines aus schienen und schwellen bestehenden gleises.
EP0342306B1 (fr)	1991-12-11	Machine pour ripage latéral d'une voie constituée de rails et de traverses transversales
EP0609647B1 (fr)	1997-09-10	Machine pour le renouvellement ou nettoyage d'un lit de ballast
DE4235360C2 (de)	2001-05-03	Gleisumbauzug zur Erneuerung eines Eisenbahngleises
EP0824163B1 (fr)	2004-03-31	Machine de construction pour voie ferrée pour enlever le ballast
EP0056497A1 (fr)	1982-07-28	Wagon-cadre dans un train pour effectuer l'assainissement du sous-sol des voies de chemin de fer
DE2907818C2 (fr)	1987-12-03
DE2633605C2 (de)	1987-02-26	Einrichtung zum Verlegen von Querschwellen eines Gleises
EP0812960B1 (fr)	2000-08-09	Dispositif de pose pour traverses de chemin de fer
EP0811721A2 (fr)	1997-12-10	Appareil de pose de voie ferrée
CH685059A5 (de)	1995-03-15	Fahrbare Gleisstopfmaschine mit quer- und höhenverstellbaren Stopfaggregat-Einheiten.
AT406968B (de)	2000-11-27	Maschine zur gleislagekorrektur
EP0619400B1 (fr)	1998-05-13	Machine pour travailler un ballast ou un palier de voie
EP1558409B1 (fr)	2006-05-24	Laminoir a plaques de support
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