EP2748375A1 - Système de levage et d'orientation - Google Patents

Système de levage et d'orientation

Info

Publication number
EP2748375A1
EP2748375A1 EP12772807.9A EP12772807A EP2748375A1 EP 2748375 A1 EP2748375 A1 EP 2748375A1 EP 12772807 A EP12772807 A EP 12772807A EP 2748375 A1 EP2748375 A1 EP 2748375A1
Authority
EP
European Patent Office
Prior art keywords
track
rail
elements
rails
hoisting system
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.)
Granted
Application number
EP12772807.9A
Other languages
German (de)
English (en)
Other versions
EP2748375B1 (fr
Inventor
Martin Kowalski
Tarig AL-THUWAINY
Stefan Knittel
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.)
RTE Technologie GmbH
Original Assignee
RTE Technologie 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 RTE Technologie GmbH filed Critical RTE Technologie GmbH
Publication of EP2748375A1 publication Critical patent/EP2748375A1/fr
Application granted granted Critical
Publication of EP2748375B1 publication Critical patent/EP2748375B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E01B1/004—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with prefabricated elements embedded in fresh concrete or asphalt
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/06—Height or lateral adjustment means or positioning means for slabs, sleepers or rails

Definitions

  • the invention relates to a lifting system for a in fixed track to be laid track for rail vehicles, with in pairs positionable right and left rails of the track Heberichtvorraumen, each one below the rails of the track a roadway substructure placeable and height adjustable with respect to this Have support member, wherein the rails by means of pivot bearing devices a track longitudinal course at least substantially parallel pivot axis are pivotally supported on the respective support elements.
  • the tracks built according to the 'top-down' principle At most of the fixed lanes are the tracks built according to the 'top-down' principle.
  • a corresponding Base in the form of substructure and / or certain base courses with less Accuracy built.
  • the track rails and possibly also other elements such as fasteners, sleepers or support plates furnished from top to the millimeter (top-down).
  • Some medical report systems use (in relation to Vertical forces) very stable support elements, such as concrete blocks, to eventual To allow for driving with rail vehicles in the installed state.
  • the judging The height and position of the track grille is then with appropriate pressure-resistant Elements performed between the support elements and the rails are arranged.
  • By the arrangement of the support elements directly under the rail you reach (at least in not excessive track areas) a cheap, largely centric load transfer, reflecting the stability of the system favored.
  • these support elements are relatively inflexible. By Their rigid dimensions can be used only in projects without considerable additional effort be used, in which the substructure very accurate and above all accordingly the track geometry (bank angle / elevation) is made.
  • WO 2000/044987 A1 discloses a device for Height and side orientation and / or support of the rails of a track known, formed in the support elements for the rails as pendulum supports and are stiffened diagonally by a length-adjustable train / pressure element. By elongation or shortening of the tension / compression element is a lateral Displacement of interconnected by a connecting element rails possible.
  • EP 1 740 771 B1 is a device for Adjustment of a track grid and points known in the Heberichtvorraumen as in the generic system used come.
  • the object of the invention is to provide a Hebrichtsystem the the type mentioned above in such a way that it is at different fixed Use roadway systems, with minimal effort to different Project requirements can be adjusted and thus in inflated Track sections a passability of the once established track possible is without having to be afraid that the established track is his loses the desired position again.
  • Helicopter systems can releasably connect the track-holding elements to the rails be mounted mounted retaining clips. This facilitates the assembly of the Systems by the Heichtungvorraumen each for themselves below the two Rails can be arranged, with the gauge with the help of the Retaining clips releasably fastened track holding elements either before is adjusted or the lane-holding elements only after the - provisional - Setting up the Heichtungvorraumen be mounted.
  • the support element at least two height adjustment on both sides arranged the rail or this bearing pivot bearing device. Due to the two-sided arrangement ofmayneinstellelemente the rails always at least almost symmetrical as supported by a bridge.
  • the two height adjustment elements are offset in the track longitudinal direction arranged to each other, with the risk of tilting about a transversely to Track longitudinal axis extending eliminated, at least minimized in any case becomes.
  • the pivot bearing device is preferably on Support member slidably disposed transversely to the longitudinal course of the track, so that it is possible to change the lateral position of the track by shifting the track To regulate pivot bearing device, without being able to do so on the substructure supportingtheneinstellelemente must be intervened.
  • the pivot bearing device a Heberichtvorraum can arranged on the associated support member Have Einstellschlitten on which the retaining clip about the pivot axis tiltable stored or storable.
  • the Retaining clip particularly fast and reliable attached to the rail and thereby their Schwenbewegige relative to supporting them Heberichtvorraum be ensured.
  • a structurally particularly robust and receives reliable design even under adverse conditions one, if the retaining clip at an underside with a in cross section in Essentially semicircular or stichbogenförmigen hinge strip is provided in a formed on a top of the Einstellschlittens, the shape the hinge strip fitted hinged groove. Equivalent to this is an embodiment in which at the top of the Einstellschlittens in the Cross-section approximately semicircular or punched-shaped hinge strip provided is and at the bottom of the retaining clip adapted thereto Hinge is located.
  • the retaining clips are preferably each in Essentially formed by two interlockable clip elements, extending from the two sides of the rail preferably in the region of Put the rail foot on this or have it created and the rail in Lock locked state of the clip elements between them.
  • the mounting devices for connecting the tracking elements to the Rail inside clip elements of the retaining clips are provided.
  • the Lane-holding elements are then indirectly via the retaining clips on the rails connectable, for which purpose first the retaining clips are attached to the rails and then with the track holding elements using the mounting devices be coupled to the retaining clips.
  • the arrangement may preferably be so be taken that the mounting devices are essentially open from above and in the cross section, V- or trapezoidal tapering downwards Consisting grooves and that the track holding elements at their ends with adapted connection plates are provided, with which they form-fitting in the Receptacles are inserted.
  • the pivot bearing device can by means of a between them and the support element acting adjusting screw, adjusting spindle or an adjusting cylinder is adjustable to the lateral position of the track exactly to be able to adjust.
  • the rail is in the direction of Longitudinal course of the track slidably to the support element at this alslagerbar, which is preferably achieved in that the retaining clip in the longitudinal direction the rail or the track relative to the adjusting slide slidably this is stored.
  • Longitudinal stretching of the rail this example tolerated as a result of temperature fluctuations, do not affect in this way to the position of the Heberichtvorraum off, the set track position So it is retained even when length changes of the rails occur.
  • the height adjustment elements are in an advantageous Embodiment of the invention formed by adjusting spindles or lifting cylinders.
  • At least one Provide anti-roll bar element which preferably engages the support element and with which the Heberichtvorraum transversely to the longitudinal course of the track on Road substructure or a retaining wall running sideways next to the track or supporting wall can be supported.
  • a cross stabilizer element can then also acting on the Heberichtvorraum acting transverse forces and in the roadbed or a sidewalk next to the track Retaining wall / supporting wall are removed, so that the height adjustment of the shear forces remain at least largely unencumbered.
  • this construction is that with the anti-roll bar element a lateral Supporting the track is achieved, without affecting the adjustability the track or rail position by means of the transversely displaceable Adjusting carriage is impaired because the anti-roll bar element not is supported laterally against the rail, but at the stationary Part, in particular the support element, the Heberichtvorraum. Even after the lateral support is mounted with the anti-roll bar element, the Querspindel operated and thereby the track sideways in the desired position be set up.
  • FIG. 1 shows an inventive Heberichtsystem for a misplaced in a Gleistrog railroad track in perspective view
  • FIG. 2 is a perspective view, exploded view of a Heberichtsatzmodul of the Heberichtsystems of FIG. 1 consisting of two Heberichtvorraumen and a track holder;
  • Fig. 3 shows the object of Figure 2 in the assembled state with the rails of the track condition.
  • FIG. 4 AD shows a part of a height-measuring device according to the invention in various perspective illustrations to illustrate the various setting options and degrees of freedom
  • FIG. 5 is a perspective view of the inventive Heberichtvoriques to illustrate the mounting of a rail on the retaining clip.
  • FIG. 6 is a simplified sectional view of the hoist system in a track section with elevation.
  • Fig. 1 in its entirety with 10 Heberichtsystem serves to a laid in a solid lane track 11 in its correct, desired location above a carriageway base 12 and align laterally next to two support walls 13 of a roadway trough 14 before the so set target position of the track by filling in situ concrete in the Roadway trough is fixed, then the track rails or the thereto attached sleepers or rail support (not shown) Curing firmly encloses.
  • the elevator system 10 has a plurality of in Longitudinal course 15 of the track arranged in succession Hebericht accountsn 16, each of two paired Heberichtvoriquesen 17 and a arranged transversely to the track longitudinal course 15 track holding element 18, the in hereinafter in detail still described manner releasable with the Heberichtvortechniken is connectable.
  • Each of the Heberichtvoriquesen 17 has a on the roadway base 12th deployable and height adjustable with respect to this, approximately plate-shaped Support member 19, which on its upper side with a pivot bearing device 20th is provided.
  • the Adjusting spindles 21 in the spindle nuts By twisting the Adjusting spindles 21 in the spindle nuts, the height of the support member 19 via the roadway substructure 12 are changed, as shown in Fig. 4A by the Arrows is indicated.
  • Fig. 4A is a horizontal orientation of Tragides regardless of the condition of the road surface accessible, since the Adjusting spindles can be rotated independently and so uneven of the substructure can be compensated (see Fig. 6).
  • the pivot bearing device 20 is in Essentially from one on the support member 19 transverse to the longitudinal direction 15 of the track or the rails displaceably arranged Einstellschlitten 23 and one on a rail 24 of the track 11 mountable retaining clip 25, the Adjusting carriage is mounted tiltably about a pivot axis 26, which Pivot axis at least substantially parallel to the longitudinal course 15 of the track or its rail 24 is.
  • the retaining clip 25 is of two together lockable clip elements 27, 28 formed from the two sides of the Rail in the area of the rail foot 29 attached to this and then can be fixed by means of a clamping screw 30, wherein they are the rail firmly clamp between them (Fig. 5).
  • this can in the hinge groove to the pivot axis 26 a little way back and forth, bringing the tilting movement the retaining clip and thus of this clamped rail 24 relative to Adjusting slide and thus the support member 19 is possible.
  • 4B also shows that the retaining clip 25 or one of its clamping element 27 in the longitudinal direction 15 of the track relative to Setting slide can move a piece of free, because the between two lateral flanges 27A, B of the clamping element 27 extending Hinge 31 is longer than that formed in Einstellschlitten Hinge groove 32, so that the retaining clip 25 and thus the clamped therein Rail 24 in the longitudinal direction 15 of the track in any case limited slidably is supported to the support member 19 of the Heberichtvorraum 17.
  • the two are Heberichtvoriquesen 17 of each Heberichtsatzes 16 by means of a Lane retention member 18 held at the correct distance from each other.
  • the Spur holding element 18 is for this purpose at its two ends 35 in cross section V-shaped downwardly tapered connection plates 36 provided while the inner clip elements 28 of the retaining clips 25 have grooves 37 which are adapted to the cross-sectional shape of the connection plates, so also taper down V- or trapezoidal and in the the Connection plates 36 of the track-holding elements 18 are inserted from above can.
  • the configuration of the substantially formed by the grooves 37 Mounting devices causes the attachable track holding elements but not only a correct setting of the side distance of the two Rails from each other, but also prevents a tilting movement of the left and right-hand rail relative to each other about their longitudinal axis, i. the Spurhalteium cause the rail inclination of both rails during Aligning the track need not be set independently, but gauge and rail inclination despite the very compact design always be reliably adhered to.

Landscapes

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

Abstract

L'invention concerne un système de levage et d'orientation pour une voie ferrée (11) à placer dans une voie sans ballast pour des véhicules ferroviaires, comprenant des dispositifs de levage et d'orientation (17) qui sont pourvus d'un élément porteur (19) pouvant être placé en dessous d'un rail de la voie ferrée sur une infrastructure (12) de la voie et pouvant être réglé en hauteur par rapport à celle-ci. Selon l'invention, d'une part, les dispositifs de levage et d'orientation présentent un appareil de palier pivotant (20) au moyen duquel le rail de la voie ferrée peut être posé sur l'élément porteur de manière à pivoter autour d'un axe de pivotement (26) au moins pratiquement parallèle à son étendue longitudinale et, d'autre part, les appareils de palier pivotant (20) présentent respectivement un étrier de retenue (25) pouvant être monté sur le rail (24) posé et les étriers de retenue (25) de deux dispositifs de levage et d'orientation (17) disposés par paire sur le rail du côté gauche et du côté droit sont pourvus d'éléments (18) maintenant espacés l'un de l'autre à l'écartement de la voie des dispositifs de montage (37) pour les rails du côté droit et du côté gauche.
EP12772807.9A 2011-08-26 2012-08-22 Système de levage et d'orientation Active EP2748375B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102011053047 2011-08-26
PCT/IB2012/054250 WO2013030723A1 (fr) 2011-08-26 2012-08-22 Système de levage et d'orientation

Publications (2)

Publication Number Publication Date
EP2748375A1 true EP2748375A1 (fr) 2014-07-02
EP2748375B1 EP2748375B1 (fr) 2017-04-19

Family

ID=47019116

Family Applications (1)

Application Number Title Priority Date Filing Date
EP12772807.9A Active EP2748375B1 (fr) 2011-08-26 2012-08-22 Système de levage et d'orientation

Country Status (2)

Country Link
EP (1) EP2748375B1 (fr)
WO (1) WO2013030723A1 (fr)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105625109B (zh) * 2016-03-15 2017-05-10 中国水利水电第十四工程局有限公司 一种升降坡轨道连接装置
CN106368125B (zh) * 2016-08-29 2018-07-17 重庆单轨交通工程有限责任公司 跨座式单轨交通线路线形调整方法和调整装置
IT201600100058A1 (it) * 2016-10-05 2018-04-05 Srt Soc A Responsabilita Limitata Con Socio Unico Dispositivo per il posizionamento di rotaie
DE202019102034U1 (de) * 2019-04-09 2020-07-10 Alois Schranz Metall & Maschinenbau Ausrichtvorrichtung zum Ausrichten von Schienen im Gleisbau
WO2022011412A1 (fr) * 2020-07-15 2022-01-20 Martinus Rail Pty Ltd Plaque de réglage de voie sans traverse et procédé d'installation

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19739671C2 (de) * 1997-09-10 2001-01-25 Bahnbau Wels Gmbh Wels Vorrichtung zum Höhenverstellen und temporären Abstützen von Schienen auf einem Stützkörper
DE19903702A1 (de) 1999-01-30 2000-08-03 Bahnbau Wels Gmbh Wels Vorrichtung zur Höhen- und Seitenausrichtung und/oder -abstützung der Schienen eines Gleises
DE10029315A1 (de) * 1999-06-18 2001-03-01 Gsg Knape Gleissanierung Gmbh Verfahren zur Herstellung einer festen Fahrbahn für Schienenfahrzeuge
ES2261984T3 (es) * 2003-01-21 2006-11-16 PFLEIDERER INFRASTRUKTURTECHNIK GMBH & CO. KG Dispositivo de husillo para el ajuste en altura de parrilas de vias.
PL1740771T3 (pl) 2004-04-29 2008-10-31 Deutsche Gleis Und Tiefbau Gmbh Urządzenie do regulacji rusztu torowego i rozjazdów
WO2006111589A1 (fr) * 2005-04-19 2006-10-26 Gantry Española, S.A. Systeme de voies de chemin de fer en plaque betonnee et son procede d'installation

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2013030723A1 *

Also Published As

Publication number Publication date
EP2748375B1 (fr) 2017-04-19
WO2013030723A1 (fr) 2013-03-07

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