EP2748375B1 - Lifting and alignment system - Google Patents

Lifting and alignment system Download PDF

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Publication number
EP2748375B1
EP2748375B1 EP12772807.9A EP12772807A EP2748375B1 EP 2748375 B1 EP2748375 B1 EP 2748375B1 EP 12772807 A EP12772807 A EP 12772807A EP 2748375 B1 EP2748375 B1 EP 2748375B1
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EP
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Prior art keywords
track
lifting
alignment system
elements
rail
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EP12772807.9A
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German (de)
French (fr)
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EP2748375A1 (en
Inventor
Martin Kowalski
Tarig AL-THUWAINY
Stefan Knittel
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RTE Technologie GmbH
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RTE Technologie GmbH
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E01B1/004Ballastless track, e.g. concrete slab trackway, or with asphalt layers with prefabricated elements embedded in fresh concrete or asphalt
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00Characteristics of the track and its foundations
    • E01B2204/06Height or lateral adjustment means or positioning means for slabs, sleepers or rails

Definitions

  • the invention relates to a Heberichtsystem for laying in a solid lane track for rail vehicles, with pairwise positionable on right and left side rails of the track Heberichtvorraumen, each one below the rails of the track on a roadway placeable and height adjustable with respect to this supporting element, wherein the Rails are mounted by means of pivot bearing devices about a track longitudinal course at least substantially parallel pivot axis pivotally mounted on the respective support elements.
  • the tracks are installed according to the top-down principle.
  • a corresponding basis in the form of the substructure and / or certain support layers is built with low accuracy first.
  • the track rails and possibly other elements such as fasteners, sleepers or support plates are set up to the millimeter from the top (top-down).
  • this desired, exact position of such a track grating is held / preserved by in the cavity between the inaccurately manufactured lower layers and the precisely aligned, upper track elements usually liquid, hardening materials (preferably in-situ concrete or binder-containing mortar) are filled and this cavity completely fill. In this way, all inaccuracies resulting from the installation of the lower layers are neutralized and the track grid is precisely and permanently fixed in the desired position.
  • Some hoist systems use (in terms of vertical forces) very stable support elements, such as concrete blocks, to allow for possible on-board vehicle traffic.
  • the straightening of the height and position of the track grille is then carried out with corresponding pressure-resistant elements, which are arranged between the support elements and the rails.
  • the arrangement of the support elements directly under the rail to reach (at least in not excessive track areas) a cheap, largely centric load transfer, which favors the stability of the system.
  • these support elements are relatively inflexible. Due to their rigid dimensions, they can be used without considerable additional effort only in projects in which the substructure is made very accurately and above all according to the track geometry (bank / bank elevation).
  • this known system can also cause problems, the greater the cant / bank of the track section to set up because of the then by vertical load (dead weight, crossings) resulting lateral forces that can cause unwanted Gleisrostverschiebitch.
  • This can change the massive design of the support elements only slightly. In excessive track areas, the removal of vertical loads is no longer centric. This creates torques that favor the lateral tilting of the support elements, which can also happen in careless arrangement. The same torques may also affect the gauge.
  • a device for height and side alignment and / or support of the rails of a track is known, formed in the support elements for the rails as pendulum supports and are stiffened diagonally by a length-adjustable train / pressure element.
  • a length-adjustable train / pressure element By elongation or shortening of the tension / compression element, a lateral displacement of interconnected by a connecting element rails is possible.
  • the object of the invention is to provide a Hebrichtsystem of the type mentioned in such a way that it can be used in different fixed carriageway systems, can be adapted with minimal effort to different project requirements and thus even in excessive track sections a passability of the track once established is possible without having to fear that the track will lose its desired position.
  • the pivot bearing devices each have a mountable on the rail mounted retaining clip and that the retaining clips of two pairs arranged on the left and right side rail Heberichtvorraumen with mounting devices for the right and left side rails in the track spacing
  • the articulated support of the rail (s) by means of the pivot bearing device ensures that even in greatly inflated track areas all vertical loads are transmitted completely vertically into the substructure.
  • no transverse track forces are generated here from the vertical forces, even if the track is not must be set up with a strong elevation.
  • the degree of elevation is determined, which adjusts any arbitrary bank of the track infinitely, stress-free and above all independently due to the pivoting about the rail axis with the pivot bearing enabled pivotability. Due to the stress-free Auflagerung of the track grid with the Heberichtsystem invention neither the rail inclination, nor the gauge are affected. Both are given trouble-free by the lane keeping elements. On the other hand, a self-stable track grid is created by means of the retaining brackets and the track holding elements connecting them together despite the pivotable Auflagerung the rails, the brackets and lane holding elements can be easily disassembled and reused after installation of the rails once.
  • the lane-keeping elements can be detachably connected to the retaining clips mounted on the rails. This facilitates the assembly of the system in that the Heberichtvorraumen can be arranged individually below the two rails, the gauge either by means of releasably attachable to the retaining brackets tracking elements is either already set or the tracking elements after the - provisional - Setting up the Heberichtvorraumen to be assembled.
  • At least two height adjustment elements are arranged on both sides of the rail or the pivot bearing device which supports them on the support element. Due to the two-sided arrangement ofmayneinstellelemente the rails are always at least almost symmetrical as supported by a bridge. Preferably, the two fatigueneinstellelemente are offset in the track longitudinal direction to each other, wherein the risk of tilting about a transverse axis extending transversely to the track longitudinal direction eliminated, at least in any case is minimized.
  • the pivot bearing device is preferably arranged displaceably on the support element transversely to the longitudinal course of the track, so that it is possible to regulate the lateral position of the track by a displacement of the pivot bearing device, without the need to intervene in the position of supporting itself on the substructurelibraryneinstellelemente.
  • the pivot bearing device of a Heberichtvoriques may have a arranged on the associated support member Einstellschlitten on which the retaining clip is tiltably mounted about the pivot axis or storable.
  • the retaining clip can be fastened to the rail particularly quickly and reliably, thereby ensuring its pivoting relative to the lifting device supporting it.
  • a constructive special robust and even under adverse conditions of use reliable configuration is obtained when the retaining clip is provided on an underside with a substantially semicircular or arch-shaped hinge strip in cross section, which engages in a formed on an upper side of the adjustment slide, adapted to the shape of the hinge rail hinge groove.
  • Equivalent to this is an embodiment in which on the upper side of the adjusting a cross-section approximately semicircular or arched hinge strip is provided and is located on the underside of the retaining clip adapted thereto a hinge groove.
  • the retaining clips are preferably each formed substantially by two mutually lockable clip elements, which can be created from the two sides of the rail preferably in the region of the rail of this foot or create and clamp the rail in the locked state of the clip elements between them.
  • the mounting devices are provided for connecting the track-holding elements to the rail-inside clamping elements of the retaining clips.
  • the lane-holding elements can then be connected indirectly via the retaining clips on the rails, for which purpose firstly the retaining clips are fastened to the rails and subsequently the lane-keeping elements are coupled to the retaining clips with the aid of the mounting devices.
  • the arrangement may preferably be made such that the mounting devices substantially consist of upwardly open and V-shaped or trapezoidal downwardly tapered grooves and that the tracking elements are provided at their ends with adapted connection plates, with which they can be inserted in a form-fitting manner in the receiving grooves are.
  • the pivot bearing device can be adjusted by means of an acting between her and the support member adjusting screw, adjusting spindle or an actuating cylinder to adjust the lateral position of the track accurately.
  • the rail in the direction of the longitudinal course of the track slidably to the support member at this auflagerbar, which is preferably achieved in that the retaining clip is mounted relative to the adjustment slide in the longitudinal direction of the rail or on this slidably.
  • Longitudinal expansions of the rail which tolerates this example, due to temperature fluctuations, do not affect in this way on the position of the Heberichtvorraum, the set track position is thus maintained even when length changes of the rails.
  • the height adjustment elements are formed in an advantageous embodiment of the invention of adjusting spindles or lifting cylinders.
  • the particular advantage of this construction is that with the anti-roll bar element a lateral support of the track is achieved, without thereby affecting the adjustability of the track or rail position by means of the transversely displaceable Einstellschlittens, since the stabilizer bar element is not immediately supported laterally against the rail, but on the stationary part, in particular the support element, the Heberichtvorraum. Even after the lateral support is mounted with the anti-roll bar element, the transverse spindle can be actuated and thereby the track can be set laterally in the desired position.
  • Heberichtsystem serves to align a fixed track to be laid track 11 in its correct, desired position above a roadway substructure 12 and laterally next to two support walls 13 of a roadway trough 14 before the set position of the track set by Filling of in-situ concrete is fixed in the roadway trough, which then firmly encloses the track rails or the attached thereto sleepers or rail support body (not shown) after curing.
  • the hoisting system 10 has a multiplicity of lifting sets 16 arranged one after the other in the longitudinal course 15 of the track, each consisting of two paired hoisting devices 17 and a track holding element 18 arranged transversely to the longitudinal track 15, which can be detachably connected to the hoisting devices in the manner described below in detail is.
  • each of the Heberichtvoriquesen 17 has a als mones on the roadway base 12 and with respect to this height adjustable, approximately plate-shaped support member 19 which is provided on its upper side with a pivot bearing device 20.
  • the adjustment of the height position of the support element above the roadway substructure is carried out by means of two height adjustment elements 21, which are formed in the illustrated embodiment of adjusting spindles which are screwed into right and left side of the pivot bearing device 20 on the support member fixedly arranged spindle nuts.
  • the adjusting spindles 21 in the spindle nuts By turning the adjusting spindles 21 in the spindle nuts, the height of the support element 19 can be changed over the roadway base 12, as shown in the Fig. 4A indicated by the arrows.
  • a horizontal orientation of the support element is independent of the condition of the road surface reachable because the adjusting spindles can be rotated independently and so unevenness of the substructure can be compensated (see. Fig. 6 ).
  • the pivot bearing device 20 consists essentially of a support member 19 transversely to the longitudinal direction 15 of the track or the rails slidably arranged Einstellschlitten 23 and a mountable to a rail 24 of the track 11 retaining clip 25 which is tiltably mounted on Einstellschlitten about a pivot axis 26, which Pivot axis is at least substantially parallel to the longitudinal course 15 of the track or its rail 24.
  • the retaining clip 25 is formed by two mutually lockable clip elements 27, 28, which can be attached from the two sides of the rail in the region of the rail foot 29 at this and then fixed by means of a clamping screw 30, wherein they firmly clamp the rail between them ( Fig. 5 ).
  • the retaining clip or one of the two clip elements 27 is provided with a downwardly convex, substantially semicircular hinge strip 31, while a hinge groove 32 is formed on an upper side of the adjustment slide 23, which is adapted to the cross-sectional shape of the hinge strip.
  • this can turn a little way back and forth in the hinge groove about the pivot axis 26, whereby the Tilting movement of the retaining clip and thus of this clamped rail 24 relative to the adjusting slide and thus the support member 19 is possible.
  • FIG. 4B also shows that the retaining clip 25 or its one clip element 27 can move freely in the longitudinal direction 15 of the track relative to the adjusting slide, because the hinge strip 31 extending between two lateral flanges 27A, B of the clip element 27 is longer than the one formed in the adjusting slide hinge groove 32 so that the retaining clip 25 and thus the rail 24 clamped therein in any case limited slidably mounted in the longitudinal direction 15 of the track to the support member 19 of the Heberichtvorraum 17.
  • the two lifting devices 17 of each Heberichtsatzes 16 are held by means of a track-holding element 18 at the correct distance from each other.
  • the track-holding element 18 is provided for this purpose at its two ends 35 with a cross-sectionally V-shaped downwardly tapered connection plates 36, 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 down Rejuvenate V- or trapezoidal and into which the connection plates 36 of the track-holding elements 18 can be inserted from above.
  • the design of the mounting devices formed essentially by the grooves 37 with the track holding elements connectable not only causes a correct adjustment of the lateral distance of the two rails from each other, but also prevents a tilting movement of the left and right side rail relative to each other about their longitudinal axis, ie the tracking elements cause the rail inclination of both rails when aligning the track need not be set independently, but gauge and rail inclination despite the very compact Construction always be reliably maintained.

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

Description

Die Erfindung betrifft ein Heberichtsystem für ein in fester Fahrbahn zu verlegendes Gleis für Schienenfahrzeuge, mit paarweise an rechts- und linksseitigen Schienen des Gleises positionierbaren Heberichtvorrichtungen, die jeweils ein unterhalb der Schienen des Gleises auf einem Fahrbahnunterbau platzierbares und gegenüber diesem höhenverstellbares Tragelement aufweisen, wobei die Schienen mittels Schwenklagereinrichtungen um eine zum Gleislängsverlauf zumindest im Wesentlichen parallele Schwenkachse schwenkbeweglich an den jeweiligen Tragelementen aufgelagert sind.The invention relates to a Heberichtsystem for laying in a solid lane track for rail vehicles, with pairwise positionable on right and left side rails of the track Heberichtvorrichtungen, each one below the rails of the track on a roadway placeable and height adjustable with respect to this supporting element, wherein the Rails are mounted by means of pivot bearing devices about a track longitudinal course at least substantially parallel pivot axis pivotally mounted on the respective support elements.

Der Einbau von Gleisen in fester Fahrbahn erfordert ein Höchstmaß an Präzision. Dies liegt hauptsächlich daran, dass nachträgliche Korrekturen solcher Oberbauarten (im Vergleich zu klassischen Schottergleisen), sofern überhaupt möglich, mit erheblichem Aufwand verbunden sind.The installation of tracks in a fixed track requires maximum precision. This is mainly due to the fact that subsequent corrections of such types of superstructure (compared to classic ballast tracks), if at all possible, are associated with considerable effort.

Folglich sind für solche Baumaßnahmen nicht nur erfahrenes Fachpersonal und eine geeignete Vermessungstechnik erforderlich, sondern man benötigt auch ein Heberichtsystem, mit dessen Hilfe die gewollte Gleislage bis zum Abschluss des Einbauvorgangs zuverlässig eingestellt und aufrecht erhalten werden kann.Consequently, not only experienced personnel and a suitable measurement technique are required for such construction measures, but it also requires a Heberichtsystem by means of which the desired track position can be reliably adjusted and maintained until the completion of the installation process.

Bei den meisten der festen Fahrbahnen werden die Gleise nach dem 'Top-Down-Prinzip' eingebaut. Dabei wird zuerst eine entsprechende Grundlage in Form des Unterbaus und/oder bestimmter Tragschichten mit geringer Genauigkeit errichtet. Anschließend werden die Gleisschienen und ggf. auch andere Elemente wie Befestigungsmittel, Schwellen oder Tragplatten millimetergenau von oben eingerichtet (Top-Down). Schließlich wird diese gewünschte, exakte Position eines solchen Gleisrostes festgehalten/konserviert, indem in den Hohlraum zwischen den ungenau gefertigten unteren Schichten und den exakt ausgerichteten, oberen Gleiselementen in aller Regel flüssige, aushärtende Baustoffe (vorzugsweise Ortbeton oder bindemittelhaltige Mörtel) eingefüllt werden und diesen Hohlraum restlos ausfüllen. Auf diese Weise werden alle beim Einbau der unteren Schichten entstandenen Ungenauigkeiten neutralisiert und der Gleisrost präzise und dauerhaft in gewünschter Lage fixiert.For most of the fixed carriageways, the tracks are installed according to the top-down principle. In this case, a corresponding basis in the form of the substructure and / or certain support layers is built with low accuracy first. Subsequently, the track rails and possibly other elements such as fasteners, sleepers or support plates are set up to the millimeter from the top (top-down). Finally, this desired, exact position of such a track grating is held / preserved by in the cavity between the inaccurately manufactured lower layers and the precisely aligned, upper track elements usually liquid, hardening materials (preferably in-situ concrete or binder-containing mortar) are filled and this cavity completely fill. In this way, all inaccuracies resulting from the installation of the lower layers are neutralized and the track grid is precisely and permanently fixed in the desired position.

Für die Einrichtung der Lage des Gleises vor dessen endgültigem Verguss mit Ortbeton o.dgl. kommen sogenannte Heberichtsysteme mit Heberichtvorrichtungen zum Einsatz, die eine präzise Einstellung des Gleises über dem Unterbau in Höhe, Seitenlage und Überhöhung des Gleisrostes, Schienenneigung sowie der Spurweite ermöglichen müssen. Häufig wird zudem gefordert, dass die mit derartigen Heberichtsystemen eingerichteten Gleise bereits vor dem endgültigen Verguss belastbar, d.h. mit Schienenfahrzeugen befahrbar sein müssen, denn oft werden über den noch nicht vergossenen Gleisrost Baustellentransporte abgewickelt. Trotz beträchtlicher mechanischer Einwirkungen (Arbeitsschritte, Transporte, unbeabsichtigte Beanspruchungen) und Temperatureinflüsse (Längenänderung der Schienen infolge Temperaturschwankungen) muss das Richtsystem die präzise eingestellte Form des Gleises gewährleisten. Es soll unter rauen Baustellenbedingungen zuverlässig funktionieren und sich schnell und einfach bedienen sowie auf- und abbauen lassen.For the establishment of the position of the track before its final casting with in-situ concrete or the like. So-called hoist systems with hoisting devices are used, which must enable a precise adjustment of the track above the substructure in height, lateral position and elevation of the track grate, rail inclination and the gauge. Frequently, it is also demanded that the tracks set up with such hoisting systems already be loadable before the final casting, ie must be passable by rail vehicles, because construction site transports are often handled via the not yet cast track. Despite considerable mechanical Impacts (operations, transports, unintentional loads) and temperature effects (length change of the rails due to temperature fluctuations), the straightening system must ensure the precisely set shape of the track. It should work reliably under rough site conditions and be quick and easy to operate and assemble and disassemble.

Die meisten Heberichtvorrichtungen bekannter Heberichtsysteme wurden - im verständlichen Bestreben nach einer festen, unbeweglichen Fixierung des Gleisrostes - als starre Rahmen ausgelegt, deren einzige Bewegungsfreiheit die Regulierungsmöglichkeiten sind. Alle anderen Freiheitsgrade werden vermieden, um eventuelle Verschiebungs- / Verformungsmöglichkeiten zu unterbinden. Dieses Konzept funktioniert jedoch nur in nicht überhöhten Bereichen (keine Querneigung des Gleises) gut, weil in solchen Fällen weder das Eigengewicht des gerichteten Gleisrostes, noch evtl. Verkehrslasten Querkräfte erzeugen. Sobald das Gleis jedoch eine Querneigung aufweist - was in jeder Kurve der Fall ist - verursachen das Eigengewicht des Gleisrostes sowie die evtl. Verkehrslasten naturgemäß Querkräfte, die versuchen das gerichtete Gleis aus seiner gewünschten Lage zu verschieben.Most hoist devices of known hoist systems have been designed as a rigid frame in the understandable desire for a fixed, immovable fixation of the track grate, whose only freedom of movement are the regulatory possibilities. All other degrees of freedom are avoided in order to prevent possible displacement / deformation possibilities. However, this concept works well only in non-elevated areas (no bank of the track), because in such cases neither the weight of the directed track grid, nor any traffic loads generate lateral forces. However, as soon as the track has an incline - which is the case in every bend - the weight of the track grate and the possible traffic loads naturally cause shear forces which try to move the directional track from its desired position.

Einige Heberichtsysteme bedienen sich (in Bezug auf Vertikalkräfte) sehr stabiler Tragelemente, wie Betonblöcke, um eventuelle Befahrung mit Schienenfahrzeugen im Einbauzustand zu ermöglichen. Das Richten der Höhe und Lage des Gleisrostes wird dann mit entsprechenden druckfesten Elementen durchgeführt, die zwischen den Tragelementen und den Schienen angeordnet sind. Durch die Anordnung der Tragelemente direkt unter der Schiene erreicht man (zumindest in nicht überhöhten Gleisbereichen) eine günstige, weitestgehend zentrische Lastabtragung, was die Stabilität des Systems begünstigt. Diese Tragelemente sind jedoch verhältnismäßig unflexibel. Durch ihre starren Maße können sie ohne beträchtlichen Zusatzaufwand nur in Projekten eingesetzt werden, bei denen der Unterbau sehr exakt und vor allem entsprechend der Gleisgeometrie (Querneigung/Überhöhung) gefertigt ist. Darüber hinaus kann auch dieses bekannte System Probleme bereiten, je größer die Überhöhung/Querneigung des einzurichten Gleisabschnitts ist wegen der dann durch Vertikalbelastung (Eigengewicht, Überfahrten) entstehenden Querkräfte, die ungewollte Gleisrostverschiebungen verursachen können. Daran kann die massive Ausführung der Tragelemente nur wenig ändern. In überhöhten Gleisbereichen ist die Abtragung der Vertikallasten nicht mehr zentrisch. Hier entstehen Drehmomente, die das seitliche Kippen der Tragelemente begünstigen, was bei unsorgfältiger Anordnung auch passieren kann. Dieselben Drehmomente können auch das Spurweitenmaß beeinträchtigen.Some hoist systems use (in terms of vertical forces) very stable support elements, such as concrete blocks, to allow for possible on-board vehicle traffic. The straightening of the height and position of the track grille is then carried out with corresponding pressure-resistant elements, which are arranged between the support elements and the rails. The arrangement of the support elements directly under the rail to reach (at least in not excessive track areas) a cheap, largely centric load transfer, which favors the stability of the system. However, these support elements are relatively inflexible. Due to their rigid dimensions, they can be used without considerable additional effort only in projects in which the substructure is made very accurately and above all according to the track geometry (bank / bank elevation). In addition, this known system can also cause problems, the greater the cant / bank of the track section to set up because of the then by vertical load (dead weight, crossings) resulting lateral forces that can cause unwanted Gleisrostverschiebungen. This can change the massive design of the support elements only slightly. In excessive track areas, the removal of vertical loads is no longer centric. This creates torques that favor the lateral tilting of the support elements, which can also happen in careless arrangement. The same torques may also affect the gauge.

Es ist auch bekannt, zum Einrichten der Gleislage flexible Tragelemente meist in Form von Spindeln/Schrauben einzusetzen. Solche Elemente erlauben eine stufenlose Regulierung der Gleisrosthöhe, greifen nur minimal in die Struktur des jeweiligen Fahrbahnsystems ein und lassen sich problemlos wieder verwenden. Im Gegensatz zu den oben erläuterten starren Tragelementen sind sie jedoch nur eingeschränkt belastbar und für eine Befahrung mit Schienenfahrzeugen im Einbauzustand in der heutigen Form nicht ohne Weiteres tauglich. Vor allem im Zusammenhang mit dem Prinzip des starren Rahmens ergibt sich in überhöhten Gleisabschnitten eine ausgeprägte Anfälligkeit für ungewollte Gleisrostverschiebungen infolge der dort entstehenden Querkräfte.It is also known to use flexible support elements usually in the form of spindles / screws for setting up the track position. Such elements allow stepless regulation of the track grating height, but only a minimal effect on the structure of the respective track Roadway system and can be used easily again. In contrast to the above-described rigid support elements, however, they are only limited resilience and not suitable for driving with rail vehicles in the installed state in the present form easily. Especially in connection with the principle of the rigid frame results in excessive track sections a pronounced vulnerability to unwanted Gleisrostverschiebungen due to the resulting lateral forces.

Da die Spindeln/Schrauben nach dem Gleiseinbau entfernt werden müssen, müssen sie im Allgemeinen seitlich neben den Schienen entweder an der Innen- oder der Außenseite des Gleises angeordnet werden. Dies führt auch in nicht überhöhten Gleisabschnitten zur exzentrischen Lastabtragung, die ein Biegemoment zufolge hat. Dieses Biegemoment wirkt sich negativ auf das Verhalten des zu richtenden Gleisrostes aus.Since the spindles / screws must be removed after track installation, they generally need to be positioned laterally beside the rails either on the inside or outside of the track. This results in not excessive track sections for eccentric load transfer, which has a bending moment. This bending moment has a negative effect on the behavior of the track grid to be straightened.

Aus der WO 2000/044987 A1 ist eine Vorrichtung zur Höhen- und Seitenausrichtung und/oder -abstützung der Schienen eines Gleises bekannt, bei der Stützelemente für die Schienen als Pendelstützen ausgebildet und durch ein längenverstellbares Zug/ Druckelement diagonal ausgesteift sind. Durch Längung oder Verkürzung des Zug-/Druckelements ist eine seitliche Verschiebung der durch ein Verbindungselement miteinander verbundenen Schienen möglich.From the WO 2000/044987 A1 a device for height and side alignment and / or support of the rails of a track is 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, a lateral displacement of interconnected by a connecting element rails is possible.

Aus der EP 1 740 771 B1 ist eine Vorrichtung zur Justierung eines Gleisrosts und von Weichen bekannt, bei der Heberichtvorrichtungen wie bei dem gattungsgemäßen System zum Einsatz kommen.From the EP 1 740 771 B1 a device for adjusting a track grid and points is known, come in the Heberichtvorrichtungen as in the generic system used.

Aufgabe der Erfindung ist es, ein Hebrichtsystem der eingangs genannten Art so auszubilden, dass es sich bei verschiedenen feste Fahrbahn-Systemen einsetzen lässt, mit minimalem Aufwand an verschiedene Projektanforderungen angepasst werden kann und womit auch in überhöhten Gleisabschnitten eine Befahrbarkeit des einmal eingerichteten Gleises möglich ist, ohne dass befürchtet werden muss, dass das eingerichtete Gleis dabei seine gewünschte Lage wieder verliert.The object of the invention is to provide a Hebrichtsystem of the type mentioned in such a way that it can be used in different fixed carriageway systems, can be adapted with minimal effort to different project requirements and thus even in excessive track sections a passability of the track once established is possible without having to fear that the track will lose its desired position.

Diese Aufgabe wird mit dem erfindungsgemäßen Heberichtsystem dadurch gelöst, dass die Schwenklagereinrichtungen jeweils eine an der aufgelagerten Schiene montierbare Halteklammer aufweisen und dass die Halteklammern von jeweils zwei paarweise an der links- und rechtsseitigen Schiene angeordneten Heberichtvorrichtungen mit Montagevorrichtungen für die rechts- und linksseitigen Schienen im Spurabstand voneinander beabstandet haltenden Spurhalteelementen versehen sind Einerseits sorgt bei der Erfindung die gelenkige Auflagerung der Schiene(n) mittels der Schwenklagereinrichtung dafür, dass auch in stark überhöhten Gleisbereichen alle Vertikallasten komplett vertikal in den Unterbau übertragen werden. Im Gegensatz zum dem eingangs beschriebenen Konzept mit 'starren Rahmen' werden hier aus den Vertikalkräften keinerlei Gleisquerkräfte erzeugt, und zwar auch dann nicht, wenn das Gleis mit starker Überhöhung eingerichtet werden muss. Durch Einstellung der Höhenlagen der Tragelemente wird das Maß der Überhöhung bestimmt, wobei sich aufgrund der um die Schienenlängsachse mit der Schwenklagereinrichtung ermöglichten Verschwenkbarkeit jede beliebige Querneigung des Gleises stufenlos, spannungsfrei und vor allem selbständig einstellt. Durch die spannungsfreie Auflagerung des Gleisrostes mit dem erfindungsgemäßen Heberichtsystem werden weder die Schienenneigung, noch die Spurweite beeinträchtigt. Beide werden störungsfrei von den Spurhalteelementen vorgegeben. Andererseits wird mittels der Halteklammern und der diese miteinander verbindenden Spurhalteelementen trotz der schwenkbeweglichen Auflagerung der Schienen ein in sich stabiler Gleisrost geschaffen, wobei die Klammern und die Spurhaltelemente nach einmal erfolgtem Einbau der Schienen problemlos wieder demontiert und wiederverwendet werden können.This object is achieved with the inventive Heberichtsystem in that the pivot bearing devices each have a mountable on the rail mounted retaining clip and that the retaining clips of two pairs arranged on the left and right side rail Heberichtvorrichtungen with mounting devices for the right and left side rails in the track spacing On the one hand, in the invention, the articulated support of the rail (s) by means of the pivot bearing device ensures that even in greatly inflated track areas all vertical loads are transmitted completely vertically into the substructure. In contrast to the concept described at the beginning with 'rigid frame', no transverse track forces are generated here from the vertical forces, even if the track is not must be set up with a strong elevation. By adjusting the altitudes of the support elements, the degree of elevation is determined, which adjusts any arbitrary bank of the track infinitely, stress-free and above all independently due to the pivoting about the rail axis with the pivot bearing enabled pivotability. Due to the stress-free Auflagerung of the track grid with the Heberichtsystem invention neither the rail inclination, nor the gauge are affected. Both are given trouble-free by the lane keeping elements. On the other hand, a self-stable track grid is created by means of the retaining brackets and the track holding elements connecting them together despite the pivotable Auflagerung the rails, the brackets and lane holding elements can be easily disassembled and reused after installation of the rails once.

In vorteilhafter Weiterbildung des erfindungsgemäßen Heberichtsystems können die Spurhalteelemente lösbar an den an den Schienen montierten Halteklammern anschließbar sein. Dies erleichtert die Montage des Systems, indem die Heberichtvorrichtungen jeweils für sich unterhalb der beiden Schienen angeordnet werden können, wobei die Spurweite mit Hilfe der an den Halteklammern lösbar befestigbaren Spurhaltelementen entweder schon vorher eingestellt wird oder die Spurhalteelemente erst nach dem - provisorischen - Einrichten der Heberichtvorrichtungen montiert werden.In an advantageous development of the inventive hoisting system, the lane-keeping elements can be detachably connected to the retaining clips mounted on the rails. This facilitates the assembly of the system in that the Heberichtvorrichtungen can be arranged individually below the two rails, the gauge either by means of releasably attachable to the retaining brackets tracking elements is either already set or the tracking elements after the - provisional - Setting up the Heberichtvorrichtungen to be assembled.

In vorteilhafter Ausgestaltung der erfindungsgemäßen Vorrichtung sind am Tragelement mindestens zwei Höheneinstellelemente beidseits der Schiene bzw. der diese auflagernden Schwenklagereinrichtung angeordnet. Durch die beidseitige Anordnung der Höheneinstellelemente werden die Schienen immer wenigstens beinahe symmetrisch wie von einer Brücke unterstützt. Vorzugsweise sind die zwei Höheneinstellelemente in Gleislängsrichtung versetzt zueinander angeordnet, wobei die Gefahr eines Kippens um eine quer zur Gleislängsrichtung verlaufende Achse eliminiert, zumindest jedenfalls minimiert wird.In an advantageous embodiment of the device according to the invention, at least two height adjustment elements are arranged on both sides of the rail or the pivot bearing device which supports them on the support element. Due to the two-sided arrangement of Höheneinstellelemente the rails are always at least almost symmetrical as supported by a bridge. Preferably, the two Höheneinstellelemente are offset in the track longitudinal direction to each other, wherein the risk of tilting about a transverse axis extending transversely to the track longitudinal direction eliminated, at least in any case is minimized.

Die Schwenklagereinrichtung ist vorzugsweise am Tragelement quer zum Längsverlauf des Gleises verschieblich angeordnet, so dass es möglich ist, die seitliche Lage des Gleises durch eine Verschiebung der Schwenklagereinrichtung einzuregulieren, ohne dass hierzu in die Lage der sich am Unterbau abstützenden Höheneinstellelemente eingegriffen werden muss.The pivot bearing device is preferably arranged displaceably on the support element transversely to the longitudinal course of the track, so that it is possible to regulate the lateral position of the track by a displacement of the pivot bearing device, without the need to intervene in the position of supporting itself on the substructure Höheneinstellelemente.

Die Schwenklagereinrichtung einer Heberichtvorrichtung kann einen am zugehörigen Tragelement angeordneten Einstellschlitten aufweisen, an dem die Halteklammer um die Schwenkachse kippbeweglich gelagert oder lagerbar ist. Bei dieser Ausgestaltung kann die Halteklammer besonders schnell und zuverlässig an der Schiene befestigt und dadurch deren Schwenbeweglichkeit relativ zur sie unterstützenden Heberichtvorrichtung sichergestellt werden. Eine konstruktiv besonders robuste und auch unter widrigen Einsatzbedingungen zuverlässige Ausgestaltung erhält man, wenn die Halteklammer an einer Unterseite mit einer im Querschnitt im Wesentlichen halbkreis- oder stichbogenförmigen Scharnierleiste versehen ist, die in eine an einer Oberseite des Einstellschlittens ausgebildete, an die Form der Scharnierleiste angepasste Scharniernut einfasst. Gleichwertig hiermit ist eine Ausführungsform, bei der an der Oberseite des Einstellschlittens eine im Querschnitt etwa halbkreis- oder stichbogenförmige Scharnierleiste vorgesehen ist und sich an der Unterseite der Halteklammer eine daran angepasste Scharniernut befindet.The pivot bearing device of a Heberichtvorrichtung may have a arranged on the associated support member Einstellschlitten on which the retaining clip is tiltably mounted about the pivot axis or storable. In this embodiment, the retaining clip can be fastened to the rail particularly quickly and reliably, thereby ensuring its pivoting relative to the lifting device supporting it. A constructive special robust and even under adverse conditions of use reliable configuration is obtained when the retaining clip is provided on an underside with a substantially semicircular or arch-shaped hinge strip in cross section, which engages in a formed on an upper side of the adjustment slide, adapted to the shape of the hinge rail hinge groove. Equivalent to this is an embodiment in which on the upper side of the adjusting a cross-section approximately semicircular or arched hinge strip is provided and is located on the underside of the retaining clip adapted thereto a hinge groove.

Die Halteklammern werden vorzugsweise jeweils im Wesentlichen von zwei miteinander verriegelbaren Klammerelementen gebildet, die sich von den beiden Seiten der Schiene vorzugsweise im Bereich von deren Schienenfuß an dieser anlegen bzw. anlegen lassen und die Schiene im verriegelten Zustand der Klammerelemente zwischen sich einspannen.The retaining clips are preferably each formed substantially by two mutually lockable clip elements, which can be created from the two sides of the rail preferably in the region of the rail of this foot or create and clamp the rail in the locked state of the clip elements between them.

Als ganz besonders vorteilhaft hat es sich erwiesen, wenn die Montagevorrichtungen zum Anschluss der Spurhalteelemente an den schienen-innenseitigen Klammerelementen der Halteklammern vorgesehen sind. Die Spurhalteelemente sind dann mittelbar über die Halteklammern an den Schienen anschließbar, wozu zunächst die Halteklammern an den Schienen befestigt werden and anschließend die Spurhalteelemente mit Hilfe der Montagevorrichtungen mit den Halteklammern gekoppelt werden. Die Anordnung kann vorzugsweise so getroffen sein, dass die Montagevorrichtungen im Wesentlichen aus oben offenen und im Querschnitt sich V- oder trapezförmig nach unten verjüngenden Aufnahmenuten bestehen und dass die Spurhalteelemente an ihren Enden mit angepassten Anschlussplatten versehen sind, mit denen sie formschlüssig in die Aufnahmenuten einsteckbar sind.It has proven to be particularly advantageous if the mounting devices are provided for connecting the track-holding elements to the rail-inside clamping elements of the retaining clips. The lane-holding elements can then be connected indirectly via the retaining clips on the rails, for which purpose firstly the retaining clips are fastened to the rails and subsequently the lane-keeping elements are coupled to the retaining clips with the aid of the mounting devices. The arrangement may preferably be made such that the mounting devices substantially consist of upwardly open and V-shaped or trapezoidal downwardly tapered grooves and that the tracking elements are provided at their ends with adapted connection plates, with which they can be inserted in a form-fitting manner in the receiving grooves are.

Die Schwenklagereinrichtung kann mittels einer zwischen ihr und dem Tragelement wirkenden Einstellschraube, Einstellspindel oder eines Stellzylinders verstellbar ist, um die Seitenlage des Gleises genau einjustieren zu können.The pivot bearing device can be adjusted by means of an acting between her and the support member adjusting screw, adjusting spindle or an actuating cylinder to adjust the lateral position of the track accurately.

Vorzugsweise ist die Schiene in Richtung des Längsverlaufs des Gleises verschieblich zum Tragelement an diesem auflagerbar, was man vorzugsweise dadurch erreicht, dass die Halteklammer in Längsrichtung der Schiene bzw. des Gleises relativ zum Einstellschlitten verschieblich an diesem gelagert ist. Längsdehnungen der Schiene, die diese beispielsweise infolge von Temperaturschwankungen erduldet, wirken sich auf diese Weise nicht auf die Position der Heberichtvorrichtung aus, die eingestellte Gleislage bleibt also auch bei Auftreten von Längenänderungen der Schienen erhalten.Preferably, the rail in the direction of the longitudinal course of the track slidably to the support member at this auflagerbar, which is preferably achieved in that the retaining clip is mounted relative to the adjustment slide in the longitudinal direction of the rail or on this slidably. Longitudinal expansions of the rail, which tolerates this example, due to temperature fluctuations, do not affect in this way on the position of the Heberichtvorrichtung, the set track position is thus maintained even when length changes of the rails.

Die Höheneinstellelemente werden in vorteilhafter Ausgestaltung der Erfindung von Stellspindeln oder Hubzylindern gebildet.The height adjustment elements are formed in an advantageous embodiment of the invention of adjusting spindles or lifting cylinders.

Insbesondere in Bereichen, in denen das Gleis mit engen Radien verlegt werden muss, kann es für einzelne oder alle Heberichtvorrichtungen in einem Gleisabschnitt vorteilhaft sein, mindestens ein Querstabilisatorelement vorzusehen, das vorzugsweise am Tragelement angreift und mit dem die Heberichtvorrichtung quer zum Längsverlauf des Gleises am Fahrbahnunterbau oder einer seitlich neben dem Gleis verlaufenden Stützmauer oder Tragwand abstützbar ist. Mit einem solchen Querstabilisatorelement können dann auch auf die Heberichtvorrichtung wirkende Querkräfte aufgenommen und in den Fahrbahnunterbau oder eine seitlich neben dem Gleis befindliche Stützmauer/Tragwand abgetragen werden, so dass die Höheneinstellelemente von den Querkräften zumindest weitgehend unbelastet bleiben. Der besondere Vorteil dieser Konstruktion ist, dass mit dem Querstabilisatorelement eine seitliche Abstützung des Gleises erreicht wird, ohne dass hierdurch die Einstellbarkeit der Gleis- bzw. Schienenlage mittels des quer verschieblichen Einstellschlittens beeinträchtigt wird, da das Querstabilisatorelement nicht unmittelbar seitlich gegen die Schiene abgestützt ist, sondern am ortsfesten Teil, insbesondere dem Tragelement, der Heberichtvorrichtung. Auch nachdem die seitliche Abstützung mit dem Querstabilisatorelement montiert ist, kann die Querspindel betätigt und hierdurch das Gleis seitlich in die gewünschte Lage eingerichtet werden.Especially in areas where the track is laid with tight radii It may be advantageous for individual or all Heberichtvorrichtungen in a track section to provide at least one anti-roll bar element which preferably engages the support member and with which the Heberichtvorrichtung can be supported transverse to the longitudinal course of the track on the roadway or a side extending next to the track retaining wall or support wall. With such a stabilizer element, lateral forces acting on the lifting device can then also be absorbed and removed into the roadway substructure or a retaining wall / supporting wall located laterally next to the track, so that the height adjusting elements remain at least largely unencumbered by the transverse forces. The particular advantage of this construction is that with the anti-roll bar element a lateral support of the track is achieved, without thereby affecting the adjustability of the track or rail position by means of the transversely displaceable Einstellschlittens, since the stabilizer bar element is not immediately supported laterally against the rail, but on the stationary part, in particular the support element, the Heberichtvorrichtung. Even after the lateral support is mounted with the anti-roll bar element, the transverse spindle can be actuated and thereby the track can be set laterally in the desired position.

Weitere Merkmale und Vorteile der Erfindung ergeben sich aus der nachfolgenden Beschreibung und der Zeichnung, worin eine bevorzugte Ausführungsform der Erfindung anhand eines Beispiels näher erläutert und dargestellt ist. Es zeigt:

  • Fig.1 ein erfindungsgemäßes Heberichtsystem für ein in einem Gleistrog verlegtes Eisenbahngleis in perspektivischer Darstellung;
  • Fig. 2 ein aus zwei Heberichtvorrichtungen und einem Spurhalter bestehendes Heberichtsatzmodul des Heberichtsystems nach Fig. 1 in einer perspektivischen, auseinandergezogenen Darstellung;
  • Fig. 3 den Gegenstand der Fig. 2 im mit den Schienen des Gleises zusammengebauten Zustand;
  • Fig. 4 A-D einen Teil einer erfindungsgemäßen Heberichtvorrichtung in verschiedenen perspektivischen Darstellungen zur Illustration der verschiedenen Einstellmöglichkeiten und Freiheitsgrade;
  • Fig. 5 eine perspektivische Darstellung der erfindungsgemäßen Heberichtvorrichtung zur Illustration der Montage einer Schiene an der Halteklammer; und
  • Fig. 6 eine vereinfachte Schnittdarstellung des Heberichtsystems in einem Gleisabschnitt mit Überhöhung.
Further features and advantages of the invention will become apparent from the following description and the drawing, in which a preferred embodiment of the invention with reference to an example and explained in more detail. It shows:
  • Fig.1 an inventive Heberichtsystem for a misplaced in a Gleistrog railroad track in perspective view;
  • Fig. 2 a Heichtsatzmodul the Heberichtsystems according to two Heberichtvorrichtungen and a track holder after Fig. 1 in a perspective, exploded view;
  • Fig. 3 the object of Fig. 2 in the state assembled with the rails of the track;
  • Fig. 4 AD a portion of a Heberichtvorrichtung invention in various perspective views to illustrate the various adjustment options and degrees of freedom;
  • Fig. 5 a perspective view of the invention Heberichtvorrichtung to illustrate the mounting of a rail on the retaining clip; and
  • Fig. 6 a simplified sectional view of the hoist system in a track section with elevation.

Das in Fig. 1 in seiner Gesamtheit mit 10 bezeichnete Heberichtsystem dient dazu, ein in fester Fahrbahn zu verlegendes Gleis 11 in seiner korrekten, gewünschten Lage oberhalb eines Fahrbahnunterbaus 12 und seitlich neben zwei Stützwänden 13 eines Fahrbahntrogs 14 auszurichten, bevor die so eingestellte Solllage des Gleises durch Einfüllen von Ortbeton in den Fahrbahntrog fixiert wird, der dann die Gleisschienen bzw. die daran befestigten Schwellen oder Schienenstützkörper (nicht dargestellt) nach Aushärten fest umschließt.This in Fig. 1 in its entirety designated 10 Heberichtsystem serves to align a fixed track to be laid track 11 in its correct, desired position above a roadway substructure 12 and laterally next to two support walls 13 of a roadway trough 14 before the set position of the track set by Filling of in-situ concrete is fixed in the roadway trough, which then firmly encloses the track rails or the attached thereto sleepers or rail support body (not shown) after curing.

Das Heberichtsystem 10 weist eine Vielzahl von im Längsverlauf 15 des Gleises hintereinander angeordneten Heberichtsätzen 16 auf, die jeweils von zwei paarweise angeordneten Heberichtvorrichtungen 17 und einem quer zum Gleislängsverlauf 15 angeordneten Spurhalteelement 18 bestehen, das in nachstehend im Detail noch beschriebener Weise lösbar mit den Heberichtvorrichtungen verbindbar ist.The hoisting system 10 has a multiplicity of lifting sets 16 arranged one after the other in the longitudinal course 15 of the track, each consisting of two paired hoisting devices 17 and a track holding element 18 arranged transversely to the longitudinal track 15, which can be detachably connected to the hoisting devices in the manner described below in detail is.

Wie man am besten in den Fig. 4 bis 6 erkennen kann, hat jede der Heberichtvorrichtungen 17 ein auf dem Fahrbahnunterbau 12 aufstellbares und gegenüber diesem höhenverstellbares, etwa plattenförmiges Tragelement 19, das an seiner Oberseite mit einer Schwenklagereinrichtung 20 versehen ist. Die Einstellung der Höhenlage des Tragelements oberhalb des Fahrbahnunterbaus erfolgt mit Hilfe von zwei Höheneinstellelementen 21, die bei dem dargestellten Ausführungsbeispiel von Stellspindeln gebildet werden, die in rechts- und linksseits der Schwenklagereinrichtung 20 am Tragelement fest angeordnete Spindelmuttern einschraubbar sind. Durch Verdrehen der Stellspindeln 21 in den Spindelnmuttern kann die Höhe des Tragelements 19 über dem Fahrbahnunterbau 12 verändert werden, wie dies in der Fig. 4A durch die Pfeile angedeutet wird. Hierbei ist eine horizontale Ausrichtung des Tragelementes unabhängig vom Zustand des Fahrbahnunterbaus erreichbar, da die Stellspindeln unabhängig voneinander verdreht werden können und so Unebenheiten des Unterbaus ausgeglichen werden können (vgl. Fig. 6).How to best in the 4 to 6 can recognize, each of the Heberichtvorrichtungen 17 has a aufstellbares on the roadway base 12 and with respect to this height adjustable, approximately plate-shaped support member 19 which is provided on its upper side with a pivot bearing device 20. The adjustment of the height position of the support element above the roadway substructure is carried out by means of two height adjustment elements 21, which are formed in the illustrated embodiment of adjusting spindles which are screwed into right and left side of the pivot bearing device 20 on the support member fixedly arranged spindle nuts. By turning the adjusting spindles 21 in the spindle nuts, the height of the support element 19 can be changed over the roadway base 12, as shown in the Fig. 4A indicated by the arrows. Here, a horizontal orientation of the support element is independent of the condition of the road surface reachable because the adjusting spindles can be rotated independently and so unevenness of the substructure can be compensated (see. Fig. 6 ).

Die Schwenklagereinrichtung 20 besteht im Wesentlichen aus einem am Tragelement 19 quer zur Längsrichtung 15 des Gleises bzw. der Schienen verschieblich angeordneten Einstellschlitten 23 und einer an einer Schiene 24 des Gleises 11 montierbaren Halteklammer 25, die am Einstellschlitten um eine Schwenkachse 26 kippbeweglich gelagert ist, welche Schwenkachse zumindest im Wesentlichen parallel zum Längsverlauf 15 des Gleises bzw. dessen Schiene 24 ist. Die Halteklammer 25 wird von zwei miteinander verriegelbaren Klammerelementen 27, 28 gebildet, die von den beiden Seiten der Schiene im Bereich von deren Schienenfuß 29 an diesem angesetzt und dann mittels einer Klemmschraube 30 fixiert werden können, wobei sie die Schiene fest zwischen sich einspannen (Fig. 5). Um die Schwenkbeweglichkeit der Halteklammer gegenüber dem Einstellschlitten zu gewährleisten, ist die Halteklammer bzw. das eine der beiden Klammerelemente 27 mit einer nach unten konvexen, im Schnitt im Wesentlichen halbkreisförmigen Scharnierleiste 31 versehen, während an einer Oberseite des Einstellschlittens 23 eine Scharniernut 32 ausgebildet ist, die an die Querschnittsform der Scharnierleiste angepasst ist. Hierdurch kann sich diese in der Scharniernut um die Schwenkachse 26 ein Stück weit hin und her drehen, womit die Kippbewegung der Halteklammer und damit der von dieser eingespannten Schiene 24 relativ zum Einstellschlitten und damit zum Tragelement 19 möglich wird.The pivot bearing device 20 consists essentially of a support member 19 transversely to the longitudinal direction 15 of the track or the rails slidably arranged Einstellschlitten 23 and a mountable to a rail 24 of the track 11 retaining clip 25 which is tiltably mounted on Einstellschlitten about a pivot axis 26, which Pivot axis is at least substantially parallel to the longitudinal course 15 of the track or its rail 24. The retaining clip 25 is formed by two mutually lockable clip elements 27, 28, which can be attached from the two sides of the rail in the region of the rail foot 29 at this and then fixed by means of a clamping screw 30, wherein they firmly clamp the rail between them ( Fig. 5 ). In order to ensure the pivoting movement of the retaining clip with respect to the adjustment slide, the retaining clip or one of the two clip elements 27 is provided with a downwardly convex, substantially semicircular hinge strip 31, while a hinge groove 32 is formed on an upper side of the adjustment slide 23, which is adapted to the cross-sectional shape of the hinge strip. As a result, this can turn a little way back and forth in the hinge groove about the pivot axis 26, whereby the Tilting movement of the retaining clip and thus of this clamped rail 24 relative to the adjusting slide and thus the support member 19 is possible.

Um den Einstellschlitten quer zum Längsverlauf des Gleises einstellen zu können, ist er auf dem Tragelement 19 in einer Gleitschiene 33 quer verschieblich aufgenommen und mit einer Querspindel 34 gekoppelt, mit deren Hilfe der Einstellschlitten sehr feinfühlig und exakt in der Gleitschiene nach links oder rechts bewegt werden kann (Fig. 4B). Man erkennt, dass dabei die Halteklammer 25, deren Scharnierleiste formschlüssig in die am Einstellschlitten vorgesehene Scharniernut einfasst, quer zur Schienenlängsrichtung mitgenommen wird und somit durch Drehen der Querspindel 34 die Seitenlage der an der Halteklammer 25 befestigten Schiene eingestellt wird. Insbesondere Fig. 4B lässt auch erkennen, dass sich die Halteklammer 25 bzw. deren eines Klammerelement 27 in Längsrichtung 15 des Gleises relativ zum Einstellschlitten ein Stück weit frei bewegen kann, denn die zwischen zwei seitlichen Flanschen 27A, B des Klammerelements 27 sich erstreckende Scharnierleiste 31 ist länger als die im Einstellschlitten ausgebildete Scharniernut 32, so dass die Halteklammer 25 und damit die darin eingespannte Schiene 24 in Längsrichtung 15 des Gleises jedenfalls begrenzt verschieblich zum Tragelement 19 der Heberichtvorrichtung 17 aufgelagert ist.In order to adjust the adjusting slide transversely to the longitudinal course of the track, it is transversely slidably received on the support member 19 in a slide 33 and coupled with a transverse spindle 34, with the help of the Einstellschlitten are moved very sensitively and exactly in the slide to the left or right can Fig. 4B ). It can be seen that while the retaining clip 25, the hinge strip engages positively in the provided on the adjusting hinge groove is taken transversely to the rail longitudinal direction and thus the lateral position of the attached to the support bracket 25 rail is adjusted by turning the transverse spindle 34. Especially Fig. 4B also shows that the retaining clip 25 or its one clip element 27 can move freely in the longitudinal direction 15 of the track relative to the adjusting slide, because the hinge strip 31 extending between two lateral flanges 27A, B of the clip element 27 is longer than the one formed in the adjusting slide hinge groove 32 so that the retaining clip 25 and thus the rail 24 clamped therein in any case limited slidably mounted in the longitudinal direction 15 of the track to the support member 19 of the Heberichtvorrichtung 17.

Wie bereits oben erwähnt, sind die beiden Heberichtvorrichtungen 17 eines jeden Heberichtsatzes 16 mittels eines Spurhalteelements 18 im korrekten Abstand voneinander gehalten. Das Spurhalteelement 18 ist hierzu an seinen beiden Enden 35 mit im Querschnitt V-förmig sich nach unten verjüngenden Anschlussplatten 36 versehen, während die inneren Klammerelemente 28 der Halteklammern 25 Aufnahmenuten 37 aufweisen, die an die Querschnittsform der Anschlussplatten angepasst sind, sich also ebenfalls nach unten V- oder trapezförmig verjüngen und in die die Anschlussplatten 36 der Spurhalteelemente 18 von oben eingesteckt werden können. Aufgrund der V-förmigen Gestaltung der Nuten 37 und der Platten 36 erreicht man eine selbstzentrierende, formschlüssige, spielfreie Verriegelung und eine feste Verbindung der rechts- und linksseitigen Halteklammern 25 im korrekten Abstand voneinander, um den Spurabstand der von den Halteklammern eingespannten links- und rechtsseitigen Schienen voneinander sicherzustellen. Die Ausgestaltung der im Wesentlichen von den Aufnahmenuten 37 gebildeten Montagevorrichtungen mit den daran anschließbaren Spurhalteelementen bewirkt aber nicht nur eine korrekte Einstellung des Seitenabstandes der beiden Schienen voneinander, sondern verhindert auch eine Kippbewegung der links- und rechtsseitigen Schiene relativ zueinander um deren Längsachse, d.h. die Spurhalteelemente bewirken, dass die Schienenneigung beider Schienen beim Ausrichten des Gleises nicht unabhängig voneinander eingestellt werden müssen, sondern Spurweite und Schienenneigung trotz der sehr kompakten Bauweise immer zuverlässig eingehalten werden.As already mentioned above, the two lifting devices 17 of each Heberichtsatzes 16 are held by means of a track-holding element 18 at the correct distance from each other. The track-holding element 18 is provided for this purpose at its two ends 35 with a cross-sectionally V-shaped downwardly tapered connection plates 36, 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 down Rejuvenate V- or trapezoidal and into which the connection plates 36 of the track-holding elements 18 can be inserted from above. Due to the V-shaped configuration of the grooves 37 and the plates 36 to achieve a self-centering, positive, backlash-free locking and a firm connection of the right and left side retaining clips 25 at the correct distance from each other to the track spacing of the clamped by the retaining clips left and right Ensure rails from each other. However, the design of the mounting devices formed essentially by the grooves 37 with the track holding elements connectable not only causes a correct adjustment of the lateral distance of the two rails from each other, but also prevents a tilting movement of the left and right side rail relative to each other about their longitudinal axis, ie the tracking elements cause the rail inclination of both rails when aligning the track need not be set independently, but gauge and rail inclination despite the very compact Construction always be reliably maintained.

Die erfindungsgemäße Lösung, bei der das Gleis sich auf den Heberichtvorrichtungen über die Schwenklagereinrichtungen abstützt und somit eine schwenkbewegliche Auflagerung der Schienen am Tragelement um eine schienenparallele Schwenkachse erreicht wird, führt dazu, dass auch bei Ausrichtung des Gleises mit Überhöhung, wie dies am besten in Fig. 6 erkennbar ist, keine aus dem Eigengewicht des Gleises oder einer auf dieses wirkenden Verkehrslast resultierenden Querkräfte von den Haltevorrichtungen aufgenommen und in den Fahrbahnunterbau abgesetzt werden müssen. Die Lagerkräfte wirken lediglich in Vertikalrichtung, also in Längsrichtung der Höheneinstellelemente 21, die diese Druckkräfte also querkraft- und biegemomentenfrei problemlos übertragen können.The inventive solution in which the track is supported on the Heberichtvorrichtungen on the pivot bearing devices and thus a pivotable Auflagerung the rails on the support member is achieved about a pivot axis pivoting rail, resulting in that even when aligning the track with elevation, as best in Fig. 6 It can be seen that no lateral forces resulting from the dead weight of the track or a traffic load acting on it have to be absorbed by the holding devices and deposited in the roadway substructure. The bearing forces act only in the vertical direction, ie in the longitudinal direction of the Höheneinstellelemente 21, which thus can transmit these compressive forces without lateral force and without bending moment.

Sollte gleichwohl in Ausnahmefällen, z.B. bei Kurven mit vergleichsweise kleinen Radien, noch keine ausreichende Lagesicherung des erfindungsgemäßen Heberichtsystems erreicht werden, ist es mit einfachen Mitteln möglich, eine Verstärkung vorzusehen. Hierzu können die Tragelemente 19 der Heberichtvorrichtungen 18 mit Hilfe von Querstabilisatorelementen 38 seitlich gegen die Stützwände 13 des Fahrbahntrogs 14 gespreizt werden, wie dies in den Fig. 1 und 3 gut erkennbar ist. Natürlich können solche Querstabilisatorelemente, die einfach an den plattenförmigen Tragelementen angeschraubt werden und sich beispielsweise unter Federspannung an den seitlich neben dem Gleis verlaufenden Wänden abstützen, auch gegen Tunnelwände, Bankette oder andere stabile Gegenstände in der Umgebung abstützen. Trotz einer solchen starren oder im Wesentlichen starren Fixierung der Tragelemente seitlich relativ zu den neben dem Gleis verlaufenden Wänden o.dgl. ist eine Einrichtung des Gleisrostes mit dem erfindungsgemäßen Heberichtsystem weiterhin präzise und verlässlich möglich, denn die seitliche Verstellung der die Halteklammern unterstützenden Einstellschlitten relativ zu den Tragelementen, die Höhenverstellung der Tragelemente mittels der Höheneinstellelemente und insbesondere die Schwenkbeweglichkeit der Schienen des Gleises um zu dessen Längsverlauf parallele Schwenkachsen wird durch die Querstabilisatorelemente nicht unterbunden.However, in exceptional cases, for example, curves with comparatively small radii, still no sufficient securing position of the invention Heberichtsystems be achieved, it is possible with simple means to provide a gain. For this purpose, the support elements 19 of the Heberichtvorrichtungen 18 by means of anti-roll bar elements 38 are spread laterally against the support walls 13 of the roadway trough 14, as shown in the Fig. 1 and 3 is clearly recognizable. Of course, such anti-stabilizer elements, which are simply screwed to the plate-shaped support elements and supported for example under spring tension on the side of the track running walls, also support tunnel walls, banquets or other stable objects in the area. Despite such a rigid or substantially rigid fixation of the support elements laterally relative to the walls running alongside the track or the like. is a device of the track grid with the invention Heberichtsystem continue precise and reliable possible because the lateral adjustment of the support brackets supporting Einstellschlitten relative to the support elements, the height adjustment of the support members by means of Höheneinstellelemente and in particular the pivoting movement of the rails of the track to its longitudinal axis parallel pivot axes is not prevented by the anti-roll bar elements.

Claims (14)

  1. Lifting and alignment system for a track (11) for rail vehicles to be laid in slab track with lifting and alignment devices (17) that can be positioned in pairs at right and left side rails (24) of the track (11), which respectively have a support element (19) that can be placed below the rails of the track on a track substructure and which are height-adjustable relative thereto, wherein the rails (24) are supported on the respective support elements (19) in a pivotal manner by means of pivot bearing devices (20) about a pivot axis (26), which is at least essentially parallel to the longitudinal extension (15) of the track, characterized in that the pivot bearing devices (20) each have a retaining clamp (25) that can be mounted on the supported rail (24) and that the retaining clamps (25) of lifting and alignment devices (17) arranged respectively in pairs at the left and right side of the rail are provided with mounting devices (37) for track retaining elements (18) retaining the left and right side rails in a spaced manner of each other at the track distance.
  2. Lifting and alignment system according to claim 1, characterized in that the track retaining elements (18) can be connected to the retaining clamps (25) in a releasable manner.
  3. Lifting and alignment system according to claim 1 or 2, characterized in that the support elements (19) respectively have at least two height adjustment elements (21) on both sides of the rail (24) or of the pivot bearing device (20) supporting these.
  4. Lifting and alignment system according to claim 3, characterized in that the two height adjustment elements (21) are arranged offset to each other in the longitudinal track direction.
  5. Lifting and alignment system according to one of claims 1 to 4, characterized in that the pivot bearing devices (20) at the support elements (19) are arranged in a displaceable manner transversely to the longitudinal extension (15) of the track (11).
  6. Lifting and alignment system according to one of claims 1 to 5, characterized in that the pivot bearing device (20) of a lifting and alignment device (17) has an adjusting slide (23) arranged at the associated support element (19), on which slide the retaining clamp (25) is supported or can be supported about the pivot axis (26) in a tiltable manner.
  7. Lifting and alignment system according to claim 6, characterized in that the retaining clamp (25) is provided with an essentially semi-circular or segmental arch-shaped hinge bar (31) in its cross section at a bottom side, which bar surrounds a hinge groove (32) formed at an upper side of the adjusting slide (23) adapted to the form of the hinge bar (31).
  8. Lifting and alignment system according to claim 6 or 7, characterized in that the retaining clamp (25) is essentially formed by two clamping elements (27,28) that can be interlocked with each other, which abut it from the two sides of the rail (24) preferably in the region of their rail foot (29) and which clamp the rail (24) between them in the locked state of the clamping elements (27,28).
  9. Lifting and alignment system according to claim 8, characterized in that the mounting device (37) is formed on the clamping element (28) of the retaining clamp (27) at the inner side of the rail.
  10. Lifting and alignment system according to one of claims 1 to 9, characterized in that the mounting devices essentially consist of receiving grooves (37) open at the top and tapering downwards in their cross section in a V-shaped or trapezoidal manner and that the track retaining elements (18) are provided with adapted connection plates (36) at their ends (35), with which they can be inserted in the receiving grooves (37) in a positive-locking manner.
  11. Lifting and alignment system according to one of claims 1 to 10, characterized in that the pivot bearing device (20) of the lifting and alignment devices (17) is adjustable by means of an adjusting screw, adjusting spindle (34) or a positioning cylinder acting between it and the support element (19).
  12. Lifting and alignment system according to one of claims 1 to 11, characterized in that the rails (24) of the track (11) can be supported on the support elements (19) in a displaceable manner in the direction of the longitudinal extension (15).
  13. Lifting and alignment system according to one of claims 1 to 12, characterized in that the height adjustment elements (21) are formed by adjusting spindles or lifting cylinders.
  14. Lifting and alignment system according to one of claims 1 to 13, characterized by at least one transverse stabilising element (38) engaging a lifting and alignment device (17) preferably at its support element (19), with which the lifting and alignment device (17) can be supported transversely to the longitudinal extension (15) of the track (11) on the track substructure (12) or on a retaining wall (13) extending laterally next to the track (11) or a support wall.
EP12772807.9A 2011-08-26 2012-08-22 Lifting and alignment system Active EP2748375B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102011053047 2011-08-26
PCT/IB2012/054250 WO2013030723A1 (en) 2011-08-26 2012-08-22 Lifting and alignment system

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EP2748375A1 EP2748375A1 (en) 2014-07-02
EP2748375B1 true EP2748375B1 (en) 2017-04-19

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WO (1) WO2013030723A1 (en)

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CN106368125B (en) * 2016-08-29 2018-07-17 重庆单轨交通工程有限责任公司 Cross-saddle single-track traffic circuit LFM signal method and adjusting apparatus
IT201600100058A1 (en) * 2016-10-05 2018-04-05 Srt Soc A Responsabilita Limitata Con Socio Unico DEVICE FOR RAISING POSITIONING
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DE19903702A1 (en) 1999-01-30 2000-08-03 Bahnbau Wels Gmbh Wels Device for height and side alignment and / or support of the rails of a track
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EP3722503A1 (en) 2019-04-09 2020-10-14 Alois Schranz Metall & Maschinenbau Alignment device for aligning rails in track construction
EP3722503B1 (en) 2019-04-09 2022-01-12 Schranz Bahntechnik GmbH Alignment device for aligning rails in track construction

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WO2013030723A1 (en) 2013-03-07

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