WO2003066964A1 - Device for adjusting the width of a track - Google Patents
Device for adjusting the width of a track Download PDFInfo
- Publication number
- WO2003066964A1 WO2003066964A1 PCT/EP2002/001088 EP0201088W WO03066964A1 WO 2003066964 A1 WO2003066964 A1 WO 2003066964A1 EP 0201088 W EP0201088 W EP 0201088W WO 03066964 A1 WO03066964 A1 WO 03066964A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- track
- rails
- rail
- track gauge
- contact surfaces
- 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.)
- Ceased
Links
Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B5/00—Rails; Guard rails; Distance-keeping means for them
- E01B5/16—Distance keepers
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- 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
- E01B29/005—Making of concrete parts of the track in situ
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B35/00—Applications of measuring apparatus or devices for track-building purposes
- E01B35/02—Applications of measuring apparatus or devices for track-building purposes for spacing, for cross levelling; for laying-out curves
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- 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
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- 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
- E01B2204/09—Ballastless systems
Definitions
- the invention relates to a device for adjusting the track of a track for rail vehicles, in particular for a track to be laid on a solid track.
- the correct setting up of the rail grid which essentially consists of sleepers and rails, is of particular importance before it is fixed and the filler receiving the sleepers, usually concrete, is used on solid carriageways. Not only must the correct height and side adjustment of the track be observed, but the rails must also be aligned at the correct distance from each other, namely the desired track width, from each other and at the required rail inclination.
- a device for adjusting the height and temporarily supporting rails of a track is known from DE 197 39 671 C2. With this device alone, however, it is not possible to set the exact track of the track before it is fixed on the supporting body by pouring filling concrete.
- devices for adjusting the track width have been used in the past, which consisted essentially of heavy cross members, which were inserted under the rails of the track from the side and from below were connected to the rail feet. These cross members had stop surfaces at a predetermined distance from one another, on which the rail feet rested with their inner edges in order to obtain the desired track width between the rails.
- the crossbeams were used to adjust the track, the rail inclination as well as the adjustment of the track height and track direction, for which purpose they could be adjusted in height with removable supports.
- the cross members were provided with adjusting devices in the area of the rail feet resting on them. Since the cross members in the known devices have to bear the entire weight of the track without being allowed to deform, they were regularly comparatively solid.
- the known devices have the disadvantage that they are very difficult to handle laterally under the rails because of their great weight and the complicated assembly and disassembly. It is particularly disadvantageous in the known devices that when adjusting the rail inclination the track required between the contact surfaces of the rail heads always changed, which made the adjustment work very difficult, since it was always necessary to readjust the track width and rail inclination until the desired ones Values were preserved.
- the object of the invention is to provide a device for adjusting the track of a track, which is not only particularly simple and quick to assemble and disassemble, but which also enables problem-free and precise adjustment of the track width and preferably the desired rail inclination without frequent readjustment.
- the track width is no longer set in the area of the rail foot according to the invention, but rather on the rail head of the track rails, where the track gauge with its contact surfaces arranged at the correct, calibrated distance from one another is located on the contact surfaces for the wheel flanges of the rail vehicle wheels invest.
- the holding means which can preferably be connected to the track sleeper blocks arranged on the rails or to the fastening means locking them, for example to the tension clamps of the sleepers, ensure that the tie rod is securely seated between the rail heads during the adjustment of the track and the subsequent installation of the filling concrete, asphalt or ballast.
- a particularly advantageous embodiment of the holding means is obtained if they are provided with tensioning hooks arranged obliquely to the longitudinal axis of the track gauge, which keep the track gauge tensioned against the rail heads in its longitudinal axis as well as pulling it downward against the sleepers. It is particularly advantageous if the tensioning hooks are adjustable by means of a tensioning screw, thereby opening them changing conditions when installing the device can be set quickly and easily. For simple and correct assembly of the track gauge, it is also expedient if the tensioning hooks are guided near the point of application on the connecting elements of guides. These ensure that the distance between the clamping hooks and the contact points between the track gauge and the rail heads is always correct and effectively prevent the track gauge with its contact surfaces from slipping up or down from the contact point with the rail heads.
- the tensioning hooks can be pretensioned by means of at least one spring element.
- the spring element which preferably consists of one or more disc springs, ensures that the tensioning hook always remains firmly locked on the connection element provided, for example the threshold clamp, during the adjustment of the rail inclination without the tensioning screw or the like having to be readjusted for this purpose.
- the holding means has a return spring which, when the tensioning screw is opened, ensures that the tensioning hook pushes or pulls as far away from the track gauge that it easily moves away from it Connection means releases and the track gauge can then be lifted out of the track in its entirety.
- the track gauge is expediently provided with setting elements, even if adjustment to a small extent is already possible with the aid of the holding means.
- the adjusting elements preferably consist of adjusting screws arranged at a distance from the rails, arranged at an angle to the longitudinal axis of the track gauge, which act against the sleepers mounted on the rails or against auxiliary setting plates which can be mounted on the rail feet of the rails are employable.
- the adjusting screw is screwed out in the direction of the threshold or the auxiliary setting plate, it presses it down against the action of the spring element, e.g. the plate spring assembly, so that the rail attached to it is pressed outwards in the area of its rail foot while the rail head is in its position largely retained and does not change its distance from the rail head of the other rail.
- the threshold or the auxiliary setting plate remains pivoted inward about the contact point between the track gauge and the rail head due to the spring preload exerted by the spring element in contact with the adjusting screw and the rail foot.
- the track gauge consists of a rigid sheet metal profile. This has only a low weight and is particularly easy to handle during assembly and disassembly of the device.
- the track gauge can have an approximately U-shaped cross-section open at the top, the holding means being able to be supported on holding webs arranged between the projecting legs. It is expedient here if the tensioning hooks and / or their tensioning screws project obliquely downwards from the track gauge through passage windows arranged in the area of the holding webs in the lower connecting web of the U-shaped track gauge.
- the track gauge is designed in such a way that its contact surfaces in the lower region of the contact surfaces on the rail head of the rails lies.
- the contact point between the track gauge and the rail head can, for example, be only a little - about 5 mm - above the lower edge of the rail foot, so that starting from the top of the rail head, a sufficiently high contact surface remains uninterrupted over the length of the rail to guide a wheel provided with a wheel flange to ensure a rail vehicle that travels along it while the track is being installed.
- the track gauge can have recesses above the contact surfaces, which extend a bit into the interior of the track.
- the length of the track gauge can be adjustable in order to be able to correctly adjust different track gauges in accordance with the requirements of the various regional or national regulations.
- insert elements are preferably used which can be mounted on the contact surfaces, in particular can be clamped, screwed or glued on.
- the track gauge is designed in connection with the adjusting auxiliary plates in the intermediate threshold compartment in such a way that it is bent downwards in the intermediate space between the rails in such a way that its upper edge lies lower there than on the contact surfaces with the rails and on Level is set, which corresponds to the level of the filled concrete after the track has been set up.
- the filling concrete can be installed through a drawing box, which can then be pulled over the track gauge, as described in the older EP 00 120 724.
- auxiliary setting plates can preferably be mounted on the rail feet from below, for which purpose they have, for example, a receiving groove adapted to the cross-sectional shape of the rail foot, with which they are hung on the rail foot.
- Figure 1 shows a device according to the invention in its installed in the track state in cross section.
- FIG. 2 shows a detail of the device shown in FIG. 1 in the region of the left rail
- Fig. 3 shows a modified embodiment of the device according to the invention in a representation corresponding to FIG. 2.
- the device designated 10 in its entirety in the drawing serves to adjust the track and the rail inclination of a track 11 laid in a solid carriageway for rail vehicles.
- the track essentially consists of the two rails 12, 13, which are fastened with their rail feet 14 to individual sleeper blocks 15, 16.
- the rails with their threshold blocks connected to them are supported on a support layer 17 with the aid of support bodies 18 and are aligned in their correct height, as is known, for example, from DE 197 39 671 C2, which hereby makes the disclosure content of the present application and its description reference is made to avoid repetitions.
- the support bodies 18 support the rails with the interposition of lifting straightening wedges in the spaces between adjacent sleeper blocks.
- a plurality of devices 10 according to the invention arranged one behind the other in the longitudinal direction of the track are mounted on the track.
- the track gauge is provided with end-side holding means 23 with which it is fixed in the shown, assembled state to the tension clamps 24 which lock the rails 12, 13 to the sleeper blocks 15, 16.
- each holding means 23 essentially consists of a tensioning screw 25 which is provided at its lower end, which projects obliquely from the track gauge, with a tensioning hook 26 which engages over the tensioning clamp 24.
- the track gauge 21 consists of a sheet metal profile 27 with a U-shaped cross section, which has a passage window 29 in its lower connecting web 28 at the two ends of the gauge. Obliquely above the passage window 29, a retaining web 31 is welded between the two upstanding lateral legs 30 of the U-shaped sheet metal profile 27, which has a central bore 32 through which the clamping screw projecting from below through the passage window is inserted and at its rear end is secured with a clamping nut 33.
- a spring washer is placed on the tension screw between the tension nut and the retaining web.
- a helical compression spring 36 which is placed over the tensioning screw 25 and is pressed with its other end against an unlocking web 35 on the tensioning screw, is supported.
- the track gauge 21 is provided on both sides with adjusting elements 37 for the slide provided inclination, which consist essentially of spaced a from the rails, arranged at a right angle to the longitudinal axis 38 of the track gauge 39, which are accessible from the top of the track gauge or from its connecting web 28 and in which in Fig. 1 and 2 shown embodiment press with its lower end 40 against the threshold blocks 15, 16.
- the device according to the invention can be easily mounted from above by using the track gauge between the rail heads 20 of the two rails 12, 13.
- the contact surfaces 22 only touch the rail heads in the lower region of the contact surfaces 19, i.e. the contact point 41 is located at such a large height distance b from the upper running surface 42 of the rails that a wheel of a rail vehicle with its wheel flange can roll freely on the rails while the track gauge is mounted.
- the track gauge above the contact surfaces 22 is provided with recesses 42 which extend a little into the interior of the track.
- the clamping nut 33 is tightened, the tension hook 26 engaging behind the tension clamp 24 and thereby pressing the track gauge 21 with its contact surface 22 firmly against the lower region of the contact surface 19.
- this at the same time ensures that the set screw 39 is also pressed firmly down against the sleeper block.
- a guide 46 arranged near the point of application 47 of the tensioning hook on the respective tensioning clamp on the track gauge which consists of a profile iron arranged at the bottom of the sheet metal profile, ensures that the tensioning hook moves freely in the axial direction of the tensioning screw when it is actuated, but neither upwards can still be deflected downward, so that the distance between the contact point 41 between the track gauge and the rail head and the approach Grip point 47 of the clamping hook on the clamp in the assembled state of the track gauge can not change and therefore there is no danger that the contact point changes in its height on the rail head or the track gauge even slips from it.
- the clamping nut 33 is tightened so firmly during assembly of the device that the plate spring assembly 34 comes under pretension, but without being completely compressed.
- the track width between the two rails in the decisive region is automatically set to the correct dimension predetermined by the length of the track gauge 21.
- the track width can be varied slightly, so that one and the same device can be adapted to the requirements of different railway administrations.
- the length of the track gauge 21 can be designed in a basic version for a track width of 1,435 mm required by the Swiss Federal Railway and by gluing one or two 1 mm thick inserts for the requirements of the Deutsche Bahn (1,436 mm) or the Austrian Federal Railway (1,437 mm) can be adjusted.
- the adjustment of the rail inclination is carried out in a particularly simple manner by screwing in or unscrewing the set screw 39, as a result of which the entire structural unit consisting of a rail and its rail blocks is pivoted about the contact point 41 between the track gauge and the rail head, without the track width between the heads of the two Rails would be changed.
- the preloaded plate spring assembly ensures that the sleeper block is always pressed firmly against the lower end 40 of the adjusting screw, so that during the insertion Position of the rail inclination a tightening or loosening of the clamping nut 30 is not necessary.
- the modified embodiment shown in FIG. 3 differs from the above-described example only in that the track gauge is not arranged in the area of a sleeper block and therefore cannot be locked on this or its tensioning clamp.
- An adjustment auxiliary plate 43 is therefore mounted on the rail, which consists of a sheet metal profile which is approximately U-shaped in cross section and has a receiving groove 44 on its upper side, the cross section of which is adapted to the shape of the rail foot.
- the setting aid plate is suspended with its receiving groove 44 in the rail foot 14 from below and forms a lever arm 45 which projects into the interior of the track up to the set screw 39.
- the tensioning hook 26 of the holding means 23 is hooked onto a section 45a of the lever covering the rail foot on the inside of the rail.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Adjustment Of The Magnetic Head Position Track Following On Tapes (AREA)
- Moving Of The Head To Find And Align With The Track (AREA)
- Indexing, Searching, Synchronizing, And The Amount Of Synchronization Travel Of Record Carriers (AREA)
Abstract
Description
Titel: Vorrichtung zum Einstellen der Spur eines Gleises Title: Device for setting the track of a track
Die Erfindung betrifft eine Vorrichtung zum Einstellen der Spur eines Gleises für Schienenfahrzeuge, insbesondere für ein in fester Fahrbahn zu verlegendes Gleis.The invention relates to a device for adjusting the track of a track for rail vehicles, in particular for a track to be laid on a solid track.
Bei der Herstellung von Gleisen für Schienenfahrzeuge, insbesondere solchen in fester Fahrbahn, kommt der korrekten Einrichtung des im wesentlichen aus Schwellen und Schienen bestehenden Gleisrostes vor dessen Fixierung und dem Einbau des die Schwellen aufnehmenden Füllstoffs, bei fester Fahrbahn üblicherweise Beton, besondere Bedeutung zu. Dabei ist nicht nur die korrekte Höhen- und Seitenjustierung des Gleises zu beachten, sondern die Schienen müssen auch im korrekten Abstand voneinander, nämlich der gewünschten Spurbreite, voneinander und in der erforderlichen Schienenneigung ausgerichtet werden.In the manufacture of tracks for rail vehicles, especially those on solid carriageways, the correct setting up of the rail grid, which essentially consists of sleepers and rails, is of particular importance before it is fixed and the filler receiving the sleepers, usually concrete, is used on solid carriageways. Not only must the correct height and side adjustment of the track be observed, but the rails must also be aligned at the correct distance from each other, namely the desired track width, from each other and at the required rail inclination.
Eine Vorrichtung zum Höhenverstellen und temporären Abstützen von Schienen eines Gleises ist aus der DE 197 39 671 C2 bekannt. Allein mit dieser Vorrichtung ist es allerdings nicht möglich, auch die Spur des Gleises exakt einzustellen, bevor dieses durch Einbringen von Füllbeton auf dem Stützkörper fixiert wird.A device for adjusting the height and temporarily supporting rails of a track is known from DE 197 39 671 C2. With this device alone, however, it is not possible to set the exact track of the track before it is fixed on the supporting body by pouring filling concrete.
Es sind daher in der Vergangenheit Vorrichtungen zum Einstellen der Spurweite zum Einsatz gekommen, die im wesentlichen aus schweren Querträgern bestanden, die unter den Schienen des Gleises von der Seite her eingeführt wurden und von unten an den Schienenfüßen angeschlossen wurden. Diese Querträger hatten Anschlagflächen in einem vorgegebenen Abstand voneinander, an denen sich die Schienenfüße mit ihren Innenkanten anlegten, um die gewünschte Spurweite zwischen den Schienen zu erhalten. Die Querträger wurden sowohl für die Einstellung der Spur, der Schienenneigung wie auch die Justierung von Gleishöhe und Gleisrichtung eingesetzt, wozu sie mit demontierbaren Stützen in der Höhe eingestellt werden konnten. Für die seitliche Einstellung wie auch für die Neigung der Schienen waren die Querträger im Bereich der auf ihnen aufliegenden Schienenfüße mit Einsteilvorrichtungen versehen. Da die Querträger bei den bekannten Vorrichtungen das ganze Gewicht des Gleises zu tragen haben, ohne daß sie sich hierbei verformen dürfen, waren sie regelmäßig vergleichsweise massiv ausgebildet.Therefore, devices for adjusting the track width have been used in the past, which consisted essentially of heavy cross members, which were inserted under the rails of the track from the side and from below were connected to the rail feet. These cross members had stop surfaces at a predetermined distance from one another, on which the rail feet rested with their inner edges in order to obtain the desired track width between the rails. The crossbeams were used to adjust the track, the rail inclination as well as the adjustment of the track height and track direction, for which purpose they could be adjusted in height with removable supports. For the lateral adjustment as well as for the inclination of the rails, the cross members were provided with adjusting devices in the area of the rail feet resting on them. Since the cross members in the known devices have to bear the entire weight of the track without being allowed to deform, they were regularly comparatively solid.
Die bekannten Vorrichtungen haben den Nachteil, daß sie wegen ihres großen Gewichts und der komplizierten Montage und Demontage seitlich unter den Schienen hindurch sehr schwer handhabbar sind. Besonders nachteilig bei den bekannten Vorrichtungen ist es aber, daß beim Einstellen der Schienenneigung sich immer auch die zwischen den Anlaufflächen der Schienenköpfe geforderte Spur veränderte, was die Einstellarbeiten sehr schwierig machte, da immer ein mehrfaches Nachjustieren von Spurweite und Schienenneigung erforderlich war, bis die gewünschten Werte erhalten waren.The known devices have the disadvantage that they are very difficult to handle laterally under the rails because of their great weight and the complicated assembly and disassembly. It is particularly disadvantageous in the known devices that when adjusting the rail inclination the track required between the contact surfaces of the rail heads always changed, which made the adjustment work very difficult, since it was always necessary to readjust the track width and rail inclination until the desired ones Values were preserved.
Um die Schwierigkeiten bei der Montage und Demontage der Querträger zu verringern, ist auch schon vorgeschlagen worden, den Querträger um eine senkrechte Achse klappbar auszugestalten, so daß er im zusammengeklappten Zustand von oben zwischen die Schienen des Gleises eingeführt und dann die beiden Hälften in eine gestreckte Lage des Trägers auseinander geschwenkt werden, wobei endseitig am Querträger angeordnete Tragplatten die Schienenfüße unterfassen. Die Probleme beim Einrichten der Spur und der Schienenneigung vermochten mit dieser Vorrichtung nicht behoben werden. Aufgabe der Erfindung ist es, eine Vorrichtung zum Einstellen der Spur eines Gleises zu schaffen, die nicht nur besonders einfach und schnell montierbar und demontierbar ist, sondern die auch eine problemlose und genaue Einstellung der Spurweite und vorzugsweise der gewünschten Schienenneigung ohne häufiges Nachjustieren ermöglicht.In order to reduce the difficulties in the assembly and disassembly of the crossmember, it has also been proposed to design the crossmember so that it can be folded about a vertical axis, so that it is inserted from above between the rails of the track in the folded state and then the two halves into an extended one Position of the carrier are pivoted apart, with support plates arranged on the end of the crossmember underneath the rail feet. The problems with setting up the track and the rail inclination could not be solved with this device. The object of the invention is to provide a device for adjusting the track of a track, which is not only particularly simple and quick to assemble and disassemble, but which also enables problem-free and precise adjustment of the track width and preferably the desired rail inclination without frequent readjustment.
Diese Aufgabe wird mit der Erfindung durch eine sich an die innen gelegenen Anlaufflächen der Schienenköpfe der beiden Gleisschienen mit Kontaktflächen anlegende Spurlehre gelöst, die mit endseitigen Haltemitteln für die Arretierung an im Bereich des Schienenfußes und/oder des Schienenstegs der Schienen angeordnete Anschlußelemente versehen ist.This object is achieved with the invention by means of a track gauge which contacts the inner contact surfaces of the rail heads of the two track rails with contact surfaces and which is provided with end-side holding means for locking to connecting elements arranged in the region of the rail foot and / or the rail web of the rails.
Anders als bei den bekannten Vorrichtungen erfolgt die Einstellung der Spurweite erfindungsgemäß also nicht mehr im Bereich des Schienenfußes, sondern am Schienenkopf der Gleis- schienen, wo sich die Spurlehre mit ihren voneinander im korrekten, kalibrierten Abstand angeordneten Kontaktflächen an den Anlaufflächen für die Spurkränze der Schienenfahrzeugräder anlegen. Die Haltemittel, die bevorzugt an an den Schienen angeordneten Gleisschwellenblöcken oder an diese arretierenden Befestigungsmitteln anschließbar sind, beispielweise an die Spannklemmen der Schwellen, sorgen für einen sicheren Sitz der Spurstange zwischen den Schienenköpfen während des Justierens des Gleises und dem nachfolgenden Einbau des Füllbetons, Asphalts oder Schotters.In contrast to the known devices, the track width is no longer set in the area of the rail foot according to the invention, but rather on the rail head of the track rails, where the track gauge with its contact surfaces arranged at the correct, calibrated distance from one another is located on the contact surfaces for the wheel flanges of the rail vehicle wheels invest. The holding means, which can preferably be connected to the track sleeper blocks arranged on the rails or to the fastening means locking them, for example to the tension clamps of the sleepers, ensure that the tie rod is securely seated between the rail heads during the adjustment of the track and the subsequent installation of the filling concrete, asphalt or ballast.
Eine besonders vorteilhafte Ausgestaltung der Haltemittel ergibt sich, wenn diese mit schräg zur Längsachse der Spurlehre angeordneten Spannhaken versehen sind, die die Spurlehre sowohl in deren Längsachse gegen die Schienenköpfe gespannt halten, als sie auch nach unten gegen die Schwellen ziehen. Vorteilhaft ist es dabei insbesondere, wenn die Spannhaken mittels einer Spannschraube einstellbar sind, wodurch sie auf wechselnde Bedingungen beim Einbau der Vorrichtung schnell und einfach eingestellt werden können. Für eine einfache und korrekte Montage der Spurlehre ist es außerdem zweckmäßig, wenn die Spannhaken nahe ihres Angriffspunktes an den Anschlußelementen von Führungen geführt werden. Diese sorgen für einen immer korrekten Höhenabstand zwischen den Spannhaken und den Kontaktpunkten zwischen Spurlehre und Schienenköpfen und verhindern wirksam, daß die Spurlehre mit ihren Kontaktflächen vom Kontaktpunkt mit den Schienenköpfen nach oben oder unten abrutschen kann.A particularly advantageous embodiment of the holding means is obtained if they are provided with tensioning hooks arranged obliquely to the longitudinal axis of the track gauge, which keep the track gauge tensioned against the rail heads in its longitudinal axis as well as pulling it downward against the sleepers. It is particularly advantageous if the tensioning hooks are adjustable by means of a tensioning screw, thereby opening them changing conditions when installing the device can be set quickly and easily. For simple and correct assembly of the track gauge, it is also expedient if the tensioning hooks are guided near the point of application on the connecting elements of guides. These ensure that the distance between the clamping hooks and the contact points between the track gauge and the rail heads is always correct and effectively prevent the track gauge with its contact surfaces from slipping up or down from the contact point with the rail heads.
Besonders zweckmäßig ist es, wenn die Spannhaken mittels mindestens eines Federelementes vorspannbar sind. Das Federelement, das vorzugsweise aus einer oder mehreren Tellerfedern besteht, sorgt dafür daß der Spannhaken während des Justierens der Schienenneigung immer fest an dem hierfür vorgesehenen Anschlußelement, beispielsweise der Schwellenklammer, arretiert bleibt, ohne daß hierfür die Spannschraube oder dergleichen nachgestellt werden müßte.It is particularly expedient if the tensioning hooks can be pretensioned by means of at least one spring element. The spring element, which preferably consists of one or more disc springs, ensures that the tensioning hook always remains firmly locked on the connection element provided, for example the threshold clamp, during the adjustment of the rail inclination without the tensioning screw or the like having to be readjusted for this purpose.
Um die Demontage der Vorrichtung zu erleichtern , hat es sich als zweckmäßig erwiesen, wenn das Haltemittel eine Rückstellfeder aufweist, die beim Öffnen der Spannschraube dafür sorgt, daß der Spannhaken von der Spurlehre soweit wegdrückt bzw. - zieht, daß er sich ohne weiteres von seinem Anschlußmittel löst und die Spurlehre dann in ihrer Gesamtheit nach oben aus dem Gleis gehoben werden kann.In order to facilitate the disassembly of the device, it has proven to be expedient if the holding means has a return spring which, when the tensioning screw is opened, ensures that the tensioning hook pushes or pulls as far away from the track gauge that it easily moves away from it Connection means releases and the track gauge can then be lifted out of the track in its entirety.
Für die Einstellung der Schienenneigung ist die Spurlehre zweckmäßig mit Einstellelementen versehen, auch wenn eine Einstellung in geringem Umfang bereits mit Hilfe der Haltemittel möglich ist. Die Einstellelemente bestehen vorzugsweise aus im Abstand von den Schienen angeordneten, unter einem Winkel zur Längsachse der Spurlehre angeordneten Stellschrauben, die gegen die an den Schienen montierte Schwellen oder gegen an den Schienenfüßen der Schienen montierbare Einstellhilfsplatten anstellbar sind. Durch Ein- und Ausschrauben der Stellschrauben werden die Schienen mit den daran befestigten Schwellen bzw. den Einstellhilfsplatten um den Berührungspunkt zwischen den Anlaufflächen der Schienenköpfe und den Kontaktflächen der Spurlehre verschwenkt und dadurch die Schienenneigung verändert, ohne daß sich hierbei auch die Spur, also der Abstand der Anlaufflächen der beiden Schienen voneinander verändern würde. Wird die Stellschraube in Richtung auf die Schwelle oder die Einstellhilfsplatte hinausgeschraubt, drückt sie diese entgegen der Wirkung des Federelements, also beispielsweise des Tellerfederpakets, nach unten, so daß die daran befestigte Schiene im Bereich ihres Schienenfußes nach außen gedrückt wird, während der Schienenkopf seine Position weitest- gehend beibehält und seinen Abstand von dem Schienenkopf der anderen Schiene nicht ändert. Beim Einschrauben der Stellschraube bleibt die Schwelle bzw. die Einstellhilfsplatte infolge der von dem Federelement ausgeübten Federvorspannung in Kontakt mit der Stellschraube und der Schienenfuß verschwenkt um den Kontaktpunkt zwischen Spurlehre und Schienenkopf nach innen.For the adjustment of the rail inclination, the track gauge is expediently provided with setting elements, even if adjustment to a small extent is already possible with the aid of the holding means. The adjusting elements preferably consist of adjusting screws arranged at a distance from the rails, arranged at an angle to the longitudinal axis of the track gauge, which act against the sleepers mounted on the rails or against auxiliary setting plates which can be mounted on the rail feet of the rails are employable. By screwing in and unscrewing the set screws, the rails with the sleepers or adjustment plates attached to them are pivoted around the point of contact between the contact surfaces of the rail heads and the contact surfaces of the track gauge, thereby changing the rail inclination without the track, i.e. the distance, being changed the contact surfaces of the two rails would change from each other. If the adjusting screw is screwed out in the direction of the threshold or the auxiliary setting plate, it presses it down against the action of the spring element, e.g. the plate spring assembly, so that the rail attached to it is pressed outwards in the area of its rail foot while the rail head is in its position largely retained and does not change its distance from the rail head of the other rail. When the adjusting screw is screwed in, the threshold or the auxiliary setting plate remains pivoted inward about the contact point between the track gauge and the rail head due to the spring preload exerted by the spring element in contact with the adjusting screw and the rail foot.
Es ist vorteilhaft, wenn die Spurlehre aus einem biegesteifen Blechprofil besteht. Dieses hat nur ein geringes Gewicht und ist bei der Montage und Demontage der Vorrichtung besonders leicht handhabbar. Die Spurlehre kann einen etwa u-förmigen, oben offenen Querschnitt haben, wobei sich die Haltemittel an zwischen den aufragenden Schenkeln angeordneten Haltestegen abstützen können. Hierbei ist es zweckmäßig, wenn die Spannhaken und/oder deren Spannschrauben durch im Bereich der Haltestege in dem unteren Verbindungssteg der u-förmigen Spurlehre angeordnete Durchlaßfenster nach schräg unten von der Spurlehre vorspringen.It is advantageous if the track gauge consists of a rigid sheet metal profile. This has only a low weight and is particularly easy to handle during assembly and disassembly of the device. The track gauge can have an approximately U-shaped cross-section open at the top, the holding means being able to be supported on holding webs arranged between the projecting legs. It is expedient here if the tensioning hooks and / or their tensioning screws project obliquely downwards from the track gauge through passage windows arranged in the area of the holding webs in the lower connecting web of the U-shaped track gauge.
Als besonders vorteilhaft hat sich erwiesen, daß die Spurlehre so ausgebildet ist, daß sie mit ihren Kontaktflächen im unteren Bereich der Anlaufflächen am Schienenkopf der Schienen an- liegt. Der Kontaktpunkt zwischen Spurlehre und Schienenkopf kann sich beispielsweise nur wenig - etwa 5 mm - oberhalb der Unterkante des Schienenfußes befinden, wodurch am Schienenkopf ausgehend von dessen Oberseite noch eine ausreichend hohe Anlauffläche ununterbrochen über die Schienenlänge freibleibt, um für eine Führung eines mit Spurkranz versehenen Rades eines Schienenfahrzeugs zu sorgen, das während des Gleiseinbaus auf diesem entlangfährt. Hierzu kann die Spurlehre oberhalb der Kontaktflächen Ausnehmungen aufweisen, die sich ein Stück weit ins Gleisinnere erstrecken.It has proven to be particularly advantageous that the track gauge is designed in such a way that its contact surfaces in the lower region of the contact surfaces on the rail head of the rails lies. The contact point between the track gauge and the rail head can, for example, be only a little - about 5 mm - above the lower edge of the rail foot, so that starting from the top of the rail head, a sufficiently high contact surface remains uninterrupted over the length of the rail to guide a wheel provided with a wheel flange to ensure a rail vehicle that travels along it while the track is being installed. For this purpose, the track gauge can have recesses above the contact surfaces, which extend a bit into the interior of the track.
Die Länge der Spurlehre kann einstellbar sein, um verschiedene Spurweiten entsprechend den Anforderungen der verschiedenen regionalen oder nationalen Bestimmungen damit korrekt einjustieren zu können. Für die Einstellung der Länge werden vorzugsweise Beilagelemente verwendet, die an den Kontaktflächen montierbar, insbesondere anklemmbar, anschraubbar oder anklebbar sind.The length of the track gauge can be adjustable in order to be able to correctly adjust different track gauges in accordance with the requirements of the various regional or national regulations. For the adjustment of the length, insert elements are preferably used which can be mounted on the contact surfaces, in particular can be clamped, screwed or glued on.
In einer für den Einbau des Füllbetons vorteilhaften Ausbildung wird die Spurlehre in Verbindung mit den Einstell - hilfsplatten im Schwellenzwischenfach derart ausgebildet, daß sie im Schienenzwischenraum nach unten derart verkröpft ist, daß ihre Oberkante dort tiefer liegt als an den Kontaktflächen zu den Schienen und auf ein Niveau eingestellt ist, das dem Niveau des nach Einrichten des Gleises eingebrachten Füllbetons entspricht. Durch diese Ausbildung kann der Füllbeton durch einen Ziehkasten, der dann über die Spurlehre hinweggezogen werden kann, eingebaut werden, wie dies in der älteren EP 00 120 724 beschrieben ist.In a configuration which is advantageous for the installation of the filling concrete, the track gauge is designed in connection with the adjusting auxiliary plates in the intermediate threshold compartment in such a way that it is bent downwards in the intermediate space between the rails in such a way that its upper edge lies lower there than on the contact surfaces with the rails and on Level is set, which corresponds to the level of the filled concrete after the track has been set up. With this design, the filling concrete can be installed through a drawing box, which can then be pulled over the track gauge, as described in the older EP 00 120 724.
Die Einstellhilfsplatten sind vorzugsweise von unten an den Schienenfüßen montierbar, wozu sie beispielsweise eine an die Querschnittsform des Schienenfußes angepaßte Aufnahmenut aufweisen, mit der sie am Schienenfuß eingehängt werden. 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 ist. Es zeigt:The auxiliary setting plates can preferably be mounted on the rail feet from below, for which purpose they have, for example, a receiving groove adapted to the cross-sectional shape of the rail foot, with which they are hung on the rail foot. 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 is explained in more detail using an example. It shows:
Fig. 1 eine Vorrichtung nach der Erfindung in ihrem im Gleis eingebauten Zustand im Querschnitt;Figure 1 shows a device according to the invention in its installed in the track state in cross section.
Fig. 2 eine Einzelheit der in Fig. 1 gezeigten Vorrichtung im Bereich der linken Schiene; undFIG. 2 shows a detail of the device shown in FIG. 1 in the region of the left rail; and
Fig. 3 eine abgewandelte Ausführungsform der erfindungsgemäßen Vorrichtung in einer Fig. 2 entsprechenden Darstellung.Fig. 3 shows a modified embodiment of the device according to the invention in a representation corresponding to FIG. 2.
Die in der Zeichnung in ihrer Gesamtheit mit 10 bezeichnete Vorrichtung dient zum Einstellen der Spur und der Schienenneigung eines in fester Fahrbahn verlegten Gleises 11 für Schienenfahrzeuge .The device designated 10 in its entirety in the drawing serves to adjust the track and the rail inclination of a track 11 laid in a solid carriageway for rail vehicles.
Bei dem in Fig.l und 2 gezeigten Ausführungsbeispiel besteht das Gleis im wesentlichen aus den beiden Schienen 12,13, die mit ihren Schienenfüßen 14 an einzelnen Schwellenblöcken 15,16 befestigt sind. Die Schienen mit ihren hieran angeschlossenen Schwellenblöcken sind auf einer Tragschicht 17 mit Hilfe von Stützkörpern 18 abgestützt und in ihrer korrekten Höhenlage ausgerichtet, wie dies beispielsweise aus der DE 197 39 671 C2 bekannt ist, die hiermit zum Offenbarungsgehalt der vorliegenden Anmeldung gemacht und auf deren Beschreibung zur Vermeidung von Wiederholungen Bezug genommen wird. Die Stützkörper 18 unterstützen die Schienen unter Zwischenlage von Hebe-Richtkeilen in den Zwischenräumen zwischen benachbarten Schwellenblöcken.In the exemplary embodiment shown in FIGS. 1 and 2, the track essentially consists of the two rails 12, 13, which are fastened with their rail feet 14 to individual sleeper blocks 15, 16. The rails with their threshold blocks connected to them are supported on a support layer 17 with the aid of support bodies 18 and are aligned in their correct height, as is known, for example, from DE 197 39 671 C2, which hereby makes the disclosure content of the present application and its description reference is made to avoid repetitions. The support bodies 18 support the rails with the interposition of lifting straightening wedges in the spaces between adjacent sleeper blocks.
Damit die beiden untereinander nicht durch durchgehende Schwellen verbundenen Schienen auch im korrekten Seitenabstand voneinander angeordnet sind, so daß die geforderte Spur, also der Abstand zwischen den innen gelegenen Anlaufflächen 19 der Schienenköpfe 20 über die Länge des Gleises korrekt eingehalten wird, sind am Gleis mehrere in Gleislängsrichtung hintereinander im Abstand voneinander angeordnete, erfindungsgemäße Vorrichtungen 10 montiert. Diese bestehen im wesentlichen aus einer Spurlehre 21, die an ihren linken und rechten Enden mit Kontaktflächen 22 versehen ist, mit denen sie sich an die Anlaufflächen 19 der Schienenköpfe 20 anlegt. Die Spurlehre ist mit endseitigen Haltemitteln 23 versehen, mit denen sie in dem gezeigtem, montierten Zustand an den die Schienen 12,13 an den Schwellenblöcken 15,16 arretierenden Spannklemmen 24 festgelegt ist.So that the two rails that are not connected to one another by continuous sleepers are also arranged at the correct lateral distance from one another, so that the required track, ie If the distance between the inner contact surfaces 19 of the rail heads 20 is correctly maintained over the length of the track, a plurality of devices 10 according to the invention arranged one behind the other in the longitudinal direction of the track are mounted on the track. These consist essentially of a track gauge 21, which is provided at its left and right ends with contact surfaces 22 with which it bears against the contact surfaces 19 of the rail heads 20. The track gauge is provided with end-side holding means 23 with which it is fixed in the shown, assembled state to the tension clamps 24 which lock the rails 12, 13 to the sleeper blocks 15, 16.
Wie man am besten aus Fig. 2 erkennt, besteht ein jedes Haltemittel 23 im wesentlichen aus einer Spannschraube 25, die an ihrem unteren, schräg von der Spurlehre vorragenden Ende mit einem Spannhaken 26 versehen ist, der über die Spannklemme 24 greift. Bei dem Ausführungsbeispiel besteht die Spurlehre 21 aus einem im Querschnitt u-förmigen Blechprofil 27, das in seinem unteren Verbindungssteg 28 an den beiden Enden der Lehre je ein Durchlaßfenster 29 aufweist. Schräg oberhalb des Durchlaßfensters 29 ist zwischen den beiden aufragenden, seitlichen Schenkeln 30 des U-förmigen Blechprofils 27 jeweils ein Haltesteg 31 eingeschweißt, der eine zentrale Bohrung 32 hat, durch die hindurch die von unten durch das Durchlaßfenster ragende Spannschraube gesteckt und an ihrem rückwärtigen Ende mit einer Spannmutter 33 gesichert ist. Zwischen der Spannmutter und dem Haltesteg ist auf die Spannschraube ein Tellerfederpaket aufgesteckt. Auf der gegenüberliegenden, zum Durchlaßfenster hinweisenden Seite des Haltesteges stützt sich eine über die Spannschraube 25 gestülpte, mit ihrem anderen Ende gegen einen Entriegelungssteg 35 an der Spannschraube drückende Schraubendruckfeder 36 ab.As can best be seen from FIG. 2, each holding means 23 essentially consists of a tensioning screw 25 which is provided at its lower end, which projects obliquely from the track gauge, with a tensioning hook 26 which engages over the tensioning clamp 24. In the exemplary embodiment, the track gauge 21 consists of a sheet metal profile 27 with a U-shaped cross section, which has a passage window 29 in its lower connecting web 28 at the two ends of the gauge. Obliquely above the passage window 29, a retaining web 31 is welded between the two upstanding lateral legs 30 of the U-shaped sheet metal profile 27, which has a central bore 32 through which the clamping screw projecting from below through the passage window is inserted and at its rear end is secured with a clamping nut 33. A spring washer is placed on the tension screw between the tension nut and the retaining web. On the opposite side of the retaining web, which points towards the passage window, a helical compression spring 36, which is placed over the tensioning screw 25 and is pressed with its other end against an unlocking web 35 on the tensioning screw, is supported.
Neben den vorbeschriebenen Haltemitteln ist die Spurlehre 21 an ihren beiden Seiten mit Einstellelementen 37 für die Schie- nenneigung versehen, die im wesentlichen aus im Abstand a von den Schienen angeordneten, unter einem rechten Winkel zur Längsachse 38 der Spurlehre angeordneten Stellschrauben 39 bestehen, die von der Oberseite der Spurlehre bzw. von deren Verbindungssteg 28 her zugänglich sind und bei dem in Fig. 1 und 2 dargestellten Ausführungsbeispiel mit ihrem unteren Ende 40 gegen die Schwellenblöcke 15,16 drücken.In addition to the holding means described above, the track gauge 21 is provided on both sides with adjusting elements 37 for the slide provided inclination, which consist essentially of spaced a from the rails, arranged at a right angle to the longitudinal axis 38 of the track gauge 39, which are accessible from the top of the track gauge or from its connecting web 28 and in which in Fig. 1 and 2 shown embodiment press with its lower end 40 against the threshold blocks 15, 16.
Man erkennt, daß die erfindungsgemäße Vorrichtung leicht von oben montiert werden kann, indem die Spurlehre zwischen die Schienenköpfe 20 der beiden Schienen 12,13 eingesetzt wird. Dabei berühren die Kontaktflächen 22 die Schienenköpfe lediglich im unteren Bereich der Anlaufflächen 19, d.h. der Kontaktpunkt 41 befindet sich in einem so großen Höhenabstand b von der oberen Lauffläche 42 der Schienen, daß ein Rad eines Schienenfahrzeuges mit seinem Spurkranz ungehindert auf den Schienen abrollen kann, während die Spurlehre montiert ist. Hierzu ist die Spurlehre oberhalb der Kontaktflächen 22 mit Ausnehmungen 42 versehen, die sich ein Stück weit in das Gleisinnere erstrecken.It can be seen that the device according to the invention can be easily mounted from above by using the track gauge between the rail heads 20 of the two rails 12, 13. The contact surfaces 22 only touch the rail heads in the lower region of the contact surfaces 19, i.e. the contact point 41 is located at such a large height distance b from the upper running surface 42 of the rails that a wheel of a rail vehicle with its wheel flange can roll freely on the rails while the track gauge is mounted. For this purpose, the track gauge above the contact surfaces 22 is provided with recesses 42 which extend a little into the interior of the track.
Für die Arretierung der von oben zwischen die Schienen gesetzten Spurlehre 21 wird die Spannmutter 33 angezogen, wobei der Spannhaken 26 hinter die Spannklemme 24 greift und hierdurch die Spurlehre 21 mit ihrer Kontaktfläche 22 fest gegen den unteren Bereich der Anlauffläche 19 drückt. Infolge der schrägen Anordnung des Haltemittels sorgt dieses gleichzeitig dafür, daß auch die Stellschraube 39 fest nach unten gegen den Schwellenblock gedrückt wird. Eine nahe des Angriffspunkts 47 des Spannhakens an der jeweiligen Spannklemme an der Spurlehre angeordnete Führung 46, die aus einem unten am Blechprofil angeordneten Profileisen besteht, sorgt dafür, daß sich der Spannhaken in Axialrichtung der Spannschraube bei deren Betätigung zwar frei bewegen, aber weder nach oben noch nach unten ausgelenkt werden kann, so daß der Abstand zwischen dem Kontaktpunkt 41 zwischen Spurlehre und Schienenkopf und dem An- griffspunkt 47 des Spannhakens an der Spannklemme im montierten Zustand der Spurlehre sich nicht verändern kann und somit keine Gefahr besteht, daß sich der Kontaktpunkt in seiner Höhenlage am Schienenkopf verändert oder die Spurlehre gar von diesem abrutscht. Die Spannmutter 33 wird bei der Montage der Vorrichtung so fest angezogen, daß das Tellerfederpaket 34 unter Vorspannung gelangt, ohne jedoch vollständig zusammenge- presst zu sein.To lock the track gauge 21 placed between the rails from above, the clamping nut 33 is tightened, the tension hook 26 engaging behind the tension clamp 24 and thereby pressing the track gauge 21 with its contact surface 22 firmly against the lower region of the contact surface 19. As a result of the oblique arrangement of the holding means, this at the same time ensures that the set screw 39 is also pressed firmly down against the sleeper block. A guide 46 arranged near the point of application 47 of the tensioning hook on the respective tensioning clamp on the track gauge, which consists of a profile iron arranged at the bottom of the sheet metal profile, ensures that the tensioning hook moves freely in the axial direction of the tensioning screw when it is actuated, but neither upwards can still be deflected downward, so that the distance between the contact point 41 between the track gauge and the rail head and the approach Grip point 47 of the clamping hook on the clamp in the assembled state of the track gauge can not change and therefore there is no danger that the contact point changes in its height on the rail head or the track gauge even slips from it. The clamping nut 33 is tightened so firmly during assembly of the device that the plate spring assembly 34 comes under pretension, but without being completely compressed.
Man erkennt, daß nach entsprechender Arretierung der Vorrichtung an den Schienen bzw. den zugehörigen Schwellenblöcken die Spurweite zwischen den beiden Schienen in dem entscheidenden Bereich, nämlich im Bereich der Schienenköpfe automatisch auf das korrekte, von der Länge der Spurlehre 21 vorgegebene Maß eingestellt ist. Durch Ankleben oder Anklemmen von (nicht dargestellten) Beilagen auf die Kontaktflächen 22 der Spurlehre kann die Spurweite leicht variiert werden, so daß ein und dieselbe Vorrichtung für die Anforderungen verschiedener Bahnverwaltungen angepaßt werden kann. So kann beispielsweise die Länge der Spurlehre 21 in einer Basisausführung für eine von der Schweizerischen Bundesbahn geforderte Spurweite von 1.435 mm ausgebildet sein und durch Ankleben von einer oder zwei jeweils 1 mm dicken Beilagen für die Anforderung der Deutschen Bahn (1.436 mm) oder der Österreichischen Bundesbahn (1.437 mm) angepaßt werden .It can be seen that after the device has been appropriately locked to the rails or the associated threshold blocks, the track width between the two rails in the decisive region, namely in the region of the rail heads, is automatically set to the correct dimension predetermined by the length of the track gauge 21. By gluing or clamping (not shown) inserts on the contact surfaces 22 of the track gauge, the track width can be varied slightly, so that one and the same device can be adapted to the requirements of different railway administrations. For example, the length of the track gauge 21 can be designed in a basic version for a track width of 1,435 mm required by the Swiss Federal Railway and by gluing one or two 1 mm thick inserts for the requirements of the Deutsche Bahn (1,436 mm) or the Austrian Federal Railway (1,437 mm) can be adjusted.
Die Einstellung der Schienenneigung erfolgt in besonders einfacher Weise durch Ein- oder Ausschrauben der Stellschraube 39, wodurch die gesamte aus einer Schiene und ihren Schienenblöcken bestehende Baueinheit um den Kontaktpunkt 41 zwischen Spurlehre und Schienenkopf geschwenkt wird, ohne daß hierbei die Spurweite zwischen den Köpfen der beiden Schienen verändert würde. Das vorgespannte Tellerfederpakekt sorgt dabei dafür, daß der Schwellenblock immer fest gegen das untere Ende 40 der Stellschraube gedrückt wird, so daß während der Ein- Stellung der Schienenneigung ein Nachziehen oder Lösen der Spannmutter 30 nicht erforderlich ist.The adjustment of the rail inclination is carried out in a particularly simple manner by screwing in or unscrewing the set screw 39, as a result of which the entire structural unit consisting of a rail and its rail blocks is pivoted about the contact point 41 between the track gauge and the rail head, without the track width between the heads of the two Rails would be changed. The preloaded plate spring assembly ensures that the sleeper block is always pressed firmly against the lower end 40 of the adjusting screw, so that during the insertion Position of the rail inclination a tightening or loosening of the clamping nut 30 is not necessary.
Um die Spurlehre nach dem Einbringen des Füllbetons von dem fertig einbetonierten Gleis wieder zu demontieren, müssen lediglich die Spannmuttern 33 gelöst werden, wobei das Tellerfederpaket entspannt wird und beim weiteren Aufschrauben der Mutter die Schraubendruckfeder 36 des jeweiligen Haltemittels gegen den Entriegelungssteg 35 an der Spannschraube drückt und hierdurch den Spannhaken von der Spannklemme abhebt . Die Spurlehre kann dann einfach nach oben aus dem Gleis entnommen werden.In order to dismantle the track gauge from the ready-cast track after the filling concrete has been poured in, only the tension nuts 33 have to be loosened, the disc spring assembly is relaxed and, when the nut is screwed on further, the helical compression spring 36 of the respective holding means presses against the unlocking web 35 on the tension screw and thereby lifts the tension hook from the tension clamp. The track gauge can then simply be removed upwards from the track.
Die in Fig. 3 dargestellte, abgewandelte Ausführungsform unterscheidet sich von dem vorbeschriebenen Beispiel nur dadurch, daß die Spurlehre nicht im Bereich eines Schwellenblockes angeordnet ist und somit nicht an diesem bzw. dessen Spannklemme arretiert werden kann. An der Schiene ist daher eine Einstellhilfsplatte 43 montiert, die aus einem im Querschnitt etwa U-förmigen Blechprofil besteht, das an seiner Oberseite eine Aufnahmenut 44 aufweist, die in ihrem Querschnitt an die Form des Schienenfußes angepasst ist. Die Einstellhilfsplatte ist mit ihrer Aufnahmenut 44 von unten in den Schienenfuß 14 eingehängt und bildet einen Hebelarm 45, der bis zu der Stellschraube 39 in das Gleisinnere hineinragt. Der Spannhaken 26 des Haltemittels 23 wird bei dieser abgewandelten Ausführungsform an einem den Schienenfuß an der Schieneninnenseite überdeckenden Teilstück 45a des Hebels eingehakt. Die Funktionsweise dieser abgewandelten Ausführungsform der erfindungsgemäßen Vorrichtung beim Einstellen von Spur und Schienenneigung ist dieselbe wie vorstehend beschrieben. The modified embodiment shown in FIG. 3 differs from the above-described example only in that the track gauge is not arranged in the area of a sleeper block and therefore cannot be locked on this or its tensioning clamp. An adjustment auxiliary plate 43 is therefore mounted on the rail, which consists of a sheet metal profile which is approximately U-shaped in cross section and has a receiving groove 44 on its upper side, the cross section of which is adapted to the shape of the rail foot. The setting aid plate is suspended with its receiving groove 44 in the rail foot 14 from below and forms a lever arm 45 which projects into the interior of the track up to the set screw 39. In this modified embodiment, the tensioning hook 26 of the holding means 23 is hooked onto a section 45a of the lever covering the rail foot on the inside of the rail. The operation of this modified embodiment of the device according to the invention when adjusting the track and rail inclination is the same as described above.
Claims
Priority Applications (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AU2002257578A AU2002257578A1 (en) | 2002-02-02 | 2002-02-02 | Device for adjusting the width of a track |
| DE50210048T DE50210048D1 (en) | 2002-02-02 | 2002-02-02 | DEVICE FOR ADJUSTING THE TRACK OF A TRACK |
| EP02727319A EP1470294B1 (en) | 2002-02-02 | 2002-02-02 | Device for adjusting the width of a track |
| PCT/EP2002/001088 WO2003066964A1 (en) | 2002-02-02 | 2002-02-02 | Device for adjusting the width of a track |
| AT02727319T ATE360724T1 (en) | 2002-02-02 | 2002-02-02 | DEVICE FOR ADJUSTING THE TRACK OF A TRACK |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/EP2002/001088 WO2003066964A1 (en) | 2002-02-02 | 2002-02-02 | Device for adjusting the width of a track |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2003066964A1 true WO2003066964A1 (en) | 2003-08-14 |
Family
ID=27675556
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/EP2002/001088 Ceased WO2003066964A1 (en) | 2002-02-02 | 2002-02-02 | Device for adjusting the width of a track |
Country Status (5)
| Country | Link |
|---|---|
| EP (1) | EP1470294B1 (en) |
| AT (1) | ATE360724T1 (en) |
| AU (1) | AU2002257578A1 (en) |
| DE (1) | DE50210048D1 (en) |
| WO (1) | WO2003066964A1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP2339067A3 (en) * | 2009-12-28 | 2014-07-02 | DB Bahnbau Gruppe GmbH | System for aligning a fixed railway track |
| EP2642025A4 (en) * | 2010-11-16 | 2014-09-10 | Maso Alejandro Oscar Alvarez-Stein | Recoverable temporary traverse |
| CN110333136A (en) * | 2019-08-08 | 2019-10-15 | 西南交通大学 | A fault dislocation test device for simulating deep-buried tunnels crossing faults at multiple angles |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB595374A (en) * | 1945-03-21 | 1947-12-03 | Taylor Bros Sandiacre Ltd | A spacing gauge, primarily for railway and like tracks |
| WO1998051863A1 (en) * | 1997-05-13 | 1998-11-19 | Mecno-Rail S.R.L. | Track superstructure, in particular for tramway, tram-railway and underground railway lines |
| DE19739671A1 (en) | 1997-09-10 | 1999-03-25 | Bahnbau Wels Gmbh | Body for supporting rails of fixed railway track on track sub-structure |
| EP1103657A2 (en) * | 1999-11-24 | 2001-05-30 | GSG Knape Gleissanierung GmbH | Method for the construction of a ballastless railway track and apparatus for performing the method |
| DE10010779A1 (en) * | 2000-03-04 | 2001-10-04 | Bahnbau Wels Gmbh Wels | Rail track, has support bodies for track positioning harness protruding from support plate |
-
2002
- 2002-02-02 AT AT02727319T patent/ATE360724T1/en not_active IP Right Cessation
- 2002-02-02 AU AU2002257578A patent/AU2002257578A1/en not_active Abandoned
- 2002-02-02 EP EP02727319A patent/EP1470294B1/en not_active Expired - Lifetime
- 2002-02-02 WO PCT/EP2002/001088 patent/WO2003066964A1/en not_active Ceased
- 2002-02-02 DE DE50210048T patent/DE50210048D1/en not_active Expired - Lifetime
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB595374A (en) * | 1945-03-21 | 1947-12-03 | Taylor Bros Sandiacre Ltd | A spacing gauge, primarily for railway and like tracks |
| WO1998051863A1 (en) * | 1997-05-13 | 1998-11-19 | Mecno-Rail S.R.L. | Track superstructure, in particular for tramway, tram-railway and underground railway lines |
| DE19739671A1 (en) | 1997-09-10 | 1999-03-25 | Bahnbau Wels Gmbh | Body for supporting rails of fixed railway track on track sub-structure |
| EP1103657A2 (en) * | 1999-11-24 | 2001-05-30 | GSG Knape Gleissanierung GmbH | Method for the construction of a ballastless railway track and apparatus for performing the method |
| DE10010779A1 (en) * | 2000-03-04 | 2001-10-04 | Bahnbau Wels Gmbh Wels | Rail track, has support bodies for track positioning harness protruding from support plate |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP2339067A3 (en) * | 2009-12-28 | 2014-07-02 | DB Bahnbau Gruppe GmbH | System for aligning a fixed railway track |
| EP2642025A4 (en) * | 2010-11-16 | 2014-09-10 | Maso Alejandro Oscar Alvarez-Stein | Recoverable temporary traverse |
| CN110333136A (en) * | 2019-08-08 | 2019-10-15 | 西南交通大学 | A fault dislocation test device for simulating deep-buried tunnels crossing faults at multiple angles |
| CN110333136B (en) * | 2019-08-08 | 2024-03-29 | 西南交通大学 | Fault dislocation test device for simulating multi-angle crossing fault of deep buried tunnel |
Also Published As
| Publication number | Publication date |
|---|---|
| EP1470294A1 (en) | 2004-10-27 |
| AU2002257578A1 (en) | 2003-09-02 |
| DE50210048D1 (en) | 2007-06-06 |
| EP1470294B1 (en) | 2007-04-25 |
| ATE360724T1 (en) | 2007-05-15 |
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