EP0182076A2 - Track structure for rail vehicles and track-bound omnibuses or the like - Google Patents

Track structure for rail vehicles and track-bound omnibuses or the like Download PDF

Info

Publication number
EP0182076A2
EP0182076A2 EP85112896A EP85112896A EP0182076A2 EP 0182076 A2 EP0182076 A2 EP 0182076A2 EP 85112896 A EP85112896 A EP 85112896A EP 85112896 A EP85112896 A EP 85112896A EP 0182076 A2 EP0182076 A2 EP 0182076A2
Authority
EP
European Patent Office
Prior art keywords
rail
rails
track
pair
plates
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP85112896A
Other languages
German (de)
French (fr)
Other versions
EP0182076A3 (en
EP0182076B1 (en
Inventor
Eberhard Hipp
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
MAN Truck and Bus SE
Original Assignee
MAN Maschinenfabrik Augsburg Nuernberg AG
MAN Nutzfahrzeuge AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=6250964&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0182076(A2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by MAN Maschinenfabrik Augsburg Nuernberg AG, MAN Nutzfahrzeuge AG filed Critical MAN Maschinenfabrik Augsburg Nuernberg AG
Priority to AT85112896T priority Critical patent/ATE41958T1/en
Publication of EP0182076A2 publication Critical patent/EP0182076A2/en
Publication of EP0182076A3 publication Critical patent/EP0182076A3/en
Application granted granted Critical
Publication of EP0182076B1 publication Critical patent/EP0182076B1/en
Expired legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00Tracks for special kinds of railways
    • E01B25/28Rail tracks for guiding vehicles when running on road or similar surface

Definitions

  • the invention relates to a roadway body according to the preamble of claim 1.
  • the narrow-gauge rail body of trams has grooved rails that are designed so that they can be embedded in the pavement of a road surface. However, these rails must be cleaned regularly. In this case, however, it is easy to let the route of the wheeled vehicle and the rail vehicle coincide, since the rails are set up precisely for such a purpose. Ultimately it just has to the guide rails are attached.
  • Retrofitting existing rail routes is problematic for several reasons: First, the rail route is generally not accessible during the retrofitting phase, then such a retrofit is very costly, and finally, if you do not use it, you will never have to create traffic routes beforehand see to what extent this new traffic route is used or meets a need.
  • the invention is therefore based on the object to find a solution to these problems, which allows the simple, quick retrofitting of a railroad rail body, so that this rail body, which should still be passable for rail vehicles, can also be driven on track-guided road vehicles .
  • the retrofitting should be reserved in such a way that the components used can be used again in other ways.
  • the solution is that outside of the rail track and adjacent to it, as well as within at least one rail and close up to this haranfimileend plates are placed on the sleepers and be releasably on the rail body be consolidated.
  • a minimum distance is maintained between the rails and the plates arranged within their track, which forms a gap which is continuous and which is also open at the bottom, so that dirt and the like do not become lodged in this gap, as in the groove of a groove rail can. It is therefore not necessary to clean the rails of the carriageway body according to the invention.
  • the ballast bed does not require any change; it is even possible, if necessary, to stuff the ballast bed without removing the plates.
  • these individual plates do not need to be fastened to one another, or only overlapping designs can be provided, so that they form a continuous roadway. If there are butt joints, they can e.g. be filled with tar at the top, which does not affect the dismantling of the road and the reuse of the plates. In addition, the plates are prevented from "wandering" by being fastened to the rails.
  • the roadway body according to the invention can be produced by simply attaching the plates to an existing track body; Because of the standardized dimensions of crossings and switches, the number of designs of such plates that must be installed in the area of these crossings or switches is limited, so that the series production of the plates according to the invention and the provision of these plates, but also the storage of used plates is easily possible.
  • the bolt is threaded at its free end and is tightened from the inside of the rail by means of a screw nut; insofar as there is a further inner plate on the inside, this has a corresponding opening for receiving an extended bolt, the inner plate being pressed against the inside of the adjacent rail by tightening the screw connection and being supported on the latter by means of a spacer pushed over the bolt, so that the required space between the rail and the inner plate is made.
  • outer and inner plates can also be screwed to the sleepers on which they lie by means of wood screws, so that they lie snugly against the surface of the sleepers and cannot stand up under one-sided loading.
  • three strips shown in cross section in the figure, are formed from plates lying one behind the other, namely one strip each from left outer plates 6, inner plates 7 and right outer plates 8.
  • the center line of the road surface is laterally offset to such an extent that that of track-guided vehicles with twin wheels, the inner twin wheels of one track are still outside of one of the two rails of the rail body or just up to lead to this rail and roll on it. It is therefore not necessary to lay panels next to the inside of each of the two rails, but only on one of these rails.
  • this row of plates extends only approximately to the inner edge of the adjacent twin wheels, so that a broad strip of the rail body and the ballast bed is exposed between the two plate strips, so that their inspection and maintenance are made even easier.
  • only a minimum amount of plates is required for the preferred embodiment.
  • the outer plates are attached to the adjacent rail by means of bolts which run approximately horizontally, these bolts penetrating the rail and being fastened by means of nuts or the like. These bolts are preferably firmly concreted into the outer plates and are passed through corresponding bores in the web of the associated rail.
  • the outer plates 6 and 8 are pressed laterally against the adjacent rail 4 by means of bolts 10 and, with their crown, form an essentially flush, continuous road surface.
  • the inner plates 7 are attached to the correspondingly elongated clamping bolts 10, in such a way that their edge facing the adjacent rail forms an intermediate space 10 which is open from top to bottom and which is small enough to hinder driving on the road thus formed, but big enough to let all kinds of pollution fall through.
  • the inside 7 has the same height as the outer plates 6 and 8.
  • the distance from the inside of the right rail head to the guide bar 9 of the right outer plate 8 is approximately equal to the distance between the inner edge of the inner plate 7 and the guide bar 9 of the left outer plate 6.
  • a free space remains between the inner edge of the inner plate 7 and the right rail 4 , in which the ballast bed 2 and the sleepers 3 are exposed.
  • the central axis of the carriageway strip formed from the plates 6, 7 and 8 is designated by 12 and, as can be seen, is offset to the right by a small amount relative to the central axis 5 of the rail body, which testifies to approximately half the width of the inner plate 7.
  • a track-steered vehicle 13 is shown schematically on the carriageway, with twin wheels 14 and on both sides in each case with a guide roller 15, which runs on the inside of the adjacent line web 9.
  • the carriageway is made up of only three slabs, each of which is very narrow, it can be seen that on reasonably straight routes this is sufficient to guide vehicles, even if they are equipped with twin tires.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Platform Screen Doors And Railroad Systems (AREA)

Abstract

1. Roadway section for rail vehicles and track-guided buses and lorries, with a railway rail member (2, 3, 4), in which the mutual spacing of the rails (4) of the pair of rails corresponds to that of a standard-gauge railway and the pair of rails is supported on sleepers (3) embedded in ballast (2), and with a roadway surface which is essentially flush with the upper edge of the rails, is formed from slabs (6, 7, 8), which are supported on and secured to the sleepers and preferably made of concrete, and is bounded at least at one side by an upwardly projecting guide strip (9) for guiding motor vehicles, characterized in that the roadway surface (6, 7, 8) is arranged eccentrically with respect to the pair of rails (4) and their central axes (5, 12) are laterally staggered at least on straight line sections by an extent such that, in the case of track-guided vehicles with twin tyres (14), both twin tyres on one vehicle side only run on the roadway surface extending from outside to one rail (4) of the pair of rails, whereas the two twin tyres on the other vehicle side run on a roadway surface extending from inside and outside to the other rail (4) of the pair of rails, and that this roadway surface is formed by slabs (6, 8), which are arranged directly adjacent to the outside of the respective rail (4) without a spacing, and by slabs (7), which are only arranged at the inside of one of the two rails (4), while maintaining a minimum spacing for forming a gap (11) which allows this rail (4) to be used by a railway rail vehicle and the covered track member area to be cleaned.

Description

Die Erfindung betrifft einen Fahrbahnkörper gemäß dem Oberbegriff des Anspruchs 1.The invention relates to a roadway body according to the preamble of claim 1.

Es ist bekannt, zur besseren Nutzung der Trasse für Schienenfahrzeuge den Schienenkörper einen fahrbaren Körper für Straßenfahrzeuge zuzuordnen, mit mindestens einem seitlichen Leitsteg, welche von Führungsrollen, die am Straßenfahrzeug angebracht und mit einem Lenkmechanismus verbunden sind, abgetastet werden, so daß das Straßenfahrzeug exakt der durch den Leitsteg vorgegebenen Spur folgt.It is known for better use of the route for rail vehicles to assign the rail body to a mobile body for road vehicles, with at least one lateral guide bar, which are scanned by guide rollers which are attached to the road vehicle and are connected to a steering mechanism, so that the road vehicle is exactly the same followed by the guide track.

Der Schmalspur-Schienenkörper von Straßenbahnen weist Rillenschienen auf, die so ausgebildet sind, daß sie in die Fahrbahndecke eines Straßenbelages eingelassen werden können. Diese Schienen müssen allerdings regelmäßig gereinigt werden. In diesem Falle ist es jedoch einfach, die Trasse vom Radfahrzeug und Schienenfahrzeug zusammenfallen zu lassen, da die Schienen genau für einen solchen Zweck eingerichtet sind. Es müssen letztlich lediglich die Leitstege angebracht werden.The narrow-gauge rail body of trams has grooved rails that are designed so that they can be embedded in the pavement of a road surface. However, these rails must be cleaned regularly. In this case, however, it is easy to let the route of the wheeled vehicle and the rail vehicle coincide, since the rails are set up precisely for such a purpose. Ultimately it just has to the guide rails are attached.

Anders ist der Fall bei vielen Körpern, die die Eisenbahn-Normalspur aufweisen und deren Schienen ein Hammerkopfprofil aufweisen, wie es in der Regel bei der Eisenbahn verwendet wird: In diesem Falle ist es bekannt, unmittelbar neben dem Schienenkörper den Fahrbahnkörper für die spurgebundenen Fahrzeuge anzulegen und somit die für den Schienenkörper ohnehin vorhandenen Trasse voll zu nutzen, es ist aber auch möglich, den Schienenkörper zuzubetonieren und stattdessen einen Fahrbahnkörper für spurgebundene Fahrzeuge anzulegen, der allerdings nicht mehr von Schienenfahrzeugen befahren werden kann. Der Vorteil dieser Anordnung besteht darin, daß das Schotterbett, die Schwellen und auch die Schienen des Schienenkörpers als Unterbau bzw. Armierung für die Betonfahrbahn verwendet werden können, so daß diese verhältnismäßig kostengünstig hergestellt werden kann.The situation is different for many bodies that have the standard railroad track and the rails of which have a hammerhead profile, as is usually used in the railroad: In this case, it is known to lay the roadway body for the track-bound vehicles directly next to the rail body and thus make full use of the existing path for the rail body, but it is also possible to concrete the rail body and instead create a roadway body for track-bound vehicles, which can no longer be used by rail vehicles. The advantage of this arrangement is that the ballast bed, the sleepers and also the rails of the rail body can be used as a substructure or reinforcement for the concrete carriageway, so that it can be produced relatively inexpensively.

Es besteht nun aber schon seit langem das Bedürfnis, mit Straßenfahrzeugen auf Eisenbahnschienen zu fahren, welche für den normalen Schienenverkehr voll geeignet bleiben. Dies galt früher für den Nahverkehr in Gegenden, in welchen die Mitte eines Ortes vom zugehörigen Bahnhof unbequem weit entfernt war. Man hat daher eine Vielzahl von Spezialfahrzeugen vorgeschlagen, welche jedoch übereinstimmend ein konstruktiv sehr aufwendiges und dementsprechend schweres Fahrgestell aufweisen und außerdem im Betrieb recht störanfällig sind.However, there has long been a need to drive road vehicles on railroad tracks that remain fully suitable for normal rail traffic. This used to apply to local transport in areas where the center of a town was uncomfortably far from the associated train station. A large number of special vehicles have therefore been proposed which, however, consistently have a structurally very complex and correspondingly heavy chassis and are also quite susceptible to malfunction during operation.

Die modernen spurgeführten Fahrzeuge, die an den eingangs genannten, mit Leitstegen versehenen Trassen fahren können, weisen gegenüber normalen Straßenfahrzeugen jedoch nur wenige Zusatzeinrichtungen auf, die einfach, robust und wenig störanfällig sind. Ferner ist es möglich, vorhandene Straßenfahrzeuge mit verhältnismäßig geringem Aufwand umzurüsten, so daß sie ebenfalls im Stande sind, auf Fahrbahnkörpern für spurgeführte Fahrzeuge zu fahren. So wäre es z. B, möglich, den schweren Straßenverkehr an Ballungsgebieten über vorhandene Schienenwege vorbeizuleiten.However, the modern track-guided vehicles, which can drive on the routes mentioned at the beginning, which are provided with guide bars, only point towards normal road vehicles few additional devices that are simple, robust and less prone to failure. It is also possible to convert existing road vehicles with relatively little effort, so that they are also able to drive on road bodies for track-guided vehicles. So it would be z. B, possible to guide heavy road traffic past metropolitan areas via existing rail routes.

Das Umrüsten vorhandener Schienenwege ist aus mehreren Gründen problematisch: Zunächst ist während der Zeit der Umrüstung der Schienenweg in der Regel nicht befahrbar, dann ist eine solche Umrüstung sehr kostspielig, und schließlich ist beim Anlegen von Verkehrswegen, wenn man von einer Zwangsbenutzung absieht, vorher niemals abzusehen, inwieweit dieser neue Verkehrsweg benutzt wird bzw. einem Bedürfnis entspricht.Retrofitting existing rail routes is problematic for several reasons: First, the rail route is generally not accessible during the retrofitting phase, then such a retrofit is very costly, and finally, if you do not use it, you will never have to create traffic routes beforehand see to what extent this new traffic route is used or meets a need.

Der Erfindung liegt daher die Aufgabe zugrunde, eine Lösung für diese Probleme zu finden, welche das einfache, rasche Umrüsten eines Eisenbahn-Schienenkörpers gestattet, so daß dieser Schienenkörper, der nach wie vor für Schienenfahrzeuge befahrbar sein soll, zusätzlich auf spurgeführten Straßenfahrzeugen befahren werden kann. Hierbei soll die Umrüstung reservibel sein, und zwar in einer solchen Weise, daß die verwendeten Bauteile anderweitig wieder eingesetzt werden können.The invention is therefore based on the object to find a solution to these problems, which allows the simple, quick retrofitting of a railroad rail body, so that this rail body, which should still be passable for rail vehicles, can also be driven on track-guided road vehicles . The retrofitting should be reserved in such a way that the components used can be used again in other ways.

Diese Aufgabe wird erfindungsgemäß durch die Merkmale des Anspruchs 1 gelöst.This object is achieved by the features of claim 1.

Die Lösung besteht darin, daß außerhalb der Schienenspur und an diese angrenzend, sowie innerhalb mindestens einer Schiene und nahe bis an diese haranfiührend Platten auf die Schwellen gelegt werden und am Schienenkörper lösbar befestigt werden. Hierbei ist zwischen den Schienen und den innerhalb ihrer Spur angeordneten Platten jeweils ein Mindestabstand eingehalten, der einen nach unten durchgehenden und nach unten auch offenen Spalt bildet, so daß Schmutz und dgl. sich in diesen Spalt nicht, wie in der Rille einer Rillenschiene, festsetzen kann. Es ist somit nicht erforderlich, die Schienen des erfindungsgemäßen Fahrbahnkörpers zu reinigen.The solution is that outside of the rail track and adjacent to it, as well as within at least one rail and close up to this haranfiührend plates are placed on the sleepers and be releasably on the rail body be consolidated. In this case, a minimum distance is maintained between the rails and the plates arranged within their track, which forms a gap which is continuous and which is also open at the bottom, so that dirt and the like do not become lodged in this gap, as in the groove of a groove rail can. It is therefore not necessary to clean the rails of the carriageway body according to the invention.

Da der Fahrbahnkörper nur auf der Oberseite der Schwellen aufsitzt, bedarf das Schotterbett keinerlei Veränderung; es ist sogar möglich, das Schotterbett, falls erforderlich, ohne Abnahme der Platten nachzustopfen.Since the road body only sits on the top of the sleepers, the ballast bed does not require any change; it is even possible, if necessary, to stuff the ballast bed without removing the plates.

Durch die Befestigung der Einzelplatten an den Schienen brauchen diese Einzelplatten nicht untereinander befestigt zu werden, bzw. können lediglich miteinander übergreifenden Ausbildungen vorgesehen werden, so daß sie eine durchgehende Fahrbahn bilden. Soweit Stoßfugen vorhanden sind, können diese z.B. mit Teer an ihrer Oberseite aufgefüllt werden, was die Zerlegbarkeit der Fahrbahn und die erneute Verwendung der Platten nicht beeinträchtigt. Im übrigen sind die Platten am "wandern" durch die Befestigung an den Schienen gehindert.By fastening the individual plates to the rails, these individual plates do not need to be fastened to one another, or only overlapping designs can be provided, so that they form a continuous roadway. If there are butt joints, they can e.g. be filled with tar at the top, which does not affect the dismantling of the road and the reuse of the plates. In addition, the plates are prevented from "wandering" by being fastened to the rails.

Der erfindungsgemäße Fahrbahnkörper kann durch einfaches Anbringen der Platten an einem vorhandenen Gleiskörper hergestellt werden; wegen der genormten Abmessungen von Kreuzungen und Weichen ist die Anzahl der Bauformen solcher Platten, die im Bereich dieser Kreuzungen bzw. Weichen verlegt werden müssen, begrenzt, so daß die serienmäßige Fertigung der erfindungsgemäßen Platten sowie die Bereitstellung dieser Platten, aber auch die Lagerung gebrauchter Platten ohne weiteres möglich ist.The roadway body according to the invention can be produced by simply attaching the plates to an existing track body; Because of the standardized dimensions of crossings and switches, the number of designs of such plates that must be installed in the area of these crossings or switches is limited, so that the series production of the plates according to the invention and the provision of these plates, but also the storage of used plates is easily possible.

führt, wobei die dieser benachbarten Kante der Außenplatten gegen die Seitenwange des Schienenkopfes anliegt. Der Bolzen ist an seinem freien Ende mit einem Gewinde versehen und wird von der Innenseite der Schiene her mittels einer Schraubenmutter festgezogen; soweit an der Innenseite eine weitere Innenplatte anliegt, weist diese einen entsprechenden Durchbruch zur Aufnahme eines verlängerten Bolzens auf, wobei die Innenplatte durch Festziehen der Verschraubung gegen die Innenseite der benachbarten Schiene gedrückt wird und sich auf dieser über ein über den Bolzen geschobenes Distanzstück abstützt, so daß der erforderliche Zwischenraum zwischen Schiene und Innenplatte hergestellt ist.leads, the adjacent edge of the outer plates abuts against the side cheek of the rail head. The bolt is threaded at its free end and is tightened from the inside of the rail by means of a screw nut; insofar as there is a further inner plate on the inside, this has a corresponding opening for receiving an extended bolt, the inner plate being pressed against the inside of the adjacent rail by tightening the screw connection and being supported on the latter by means of a spacer pushed over the bolt, so that the required space between the rail and the inner plate is made.

Gemäß einer weiteren, bevorzugten Ausgestaltung der Erffindung können Außen- und Innenplatten noch mittels Holzschrauben mit den Schwellen verschraubt werden, auf denen sie liegen, damit sie satt an der Oberfläche der Schwellen anliegen und sich bei einseitiger Belastung nicht aufstellen können.According to a further preferred embodiment of the invention, outer and inner plates can also be screwed to the sleepers on which they lie by means of wood screws, so that they lie snugly against the surface of the sleepers and cannot stand up under one-sided loading.

Der Gegenstand der Erfindung ist anhand der beigefügten, schematischen Zeichnung beispielsweise noch näher erläutert. In dieser ist ein Schienenkörper gezeigt, mit einem auf dem entsprechend vorbereiteten Grund 1 aufliegenden Schottenbett 2, auf welchem in bekannter Weise Schwellen 3 aufgelegt sind. Auf deren Oberseite sind in bekannter Weise Schienen 4 befestigt, wobei die Mittelachse des so gebildeten Schienenkörpers mit 5 bezeichnet ist.The object of the invention is explained in more detail with reference to the attached schematic drawing, for example. In this a rail body is shown, with a bulkhead bed 2 resting on the correspondingly prepared base 1, on which sleepers 3 are placed in a known manner. Rails 4 are fastened in a known manner on the upper side thereof, the central axis of the rail body thus formed being designated by 5.

Auf der Oberseite der Schwellen 3 sind drei in der Abbildung im Querschnitt gezeigte Streifen aus hintereinanderliegenden Platten gebildet, und zwar jeweils ein Streifen aus linken Außenplatten 6, Innenplatten 7 und rechten Außenplatten 8.On the upper side of the sleepers 3, three strips, shown in cross section in the figure, are formed from plates lying one behind the other, namely one strip each from left outer plates 6, inner plates 7 and right outer plates 8.

Gemäß einer Ausgestaltung der Erfindung ist mindestens auf geraden Strecken die Mittellinie des Fahrbahnbelages gegenüber jener des Schienenkörpers um ein solches Maß seitlich versetzt, daß bei spurgeführten Fahrzeugen mit Zwillingsrädern die innenliegenden Zwillingsräder der einen Spur noch außerhalb einer der beiden Schienen des Schienenkörpers liegen bzw. gerade bis zu dieser Schiene heranführen und auf dieser noch abrollen. Es ist somit nicht erforderlich, neben der Innenseite jeder der beiden Schienen Platten zu verlegen, sondern nur bei einer dieser Schienen. Diese Plattenreihe erstreckt sich in dem soeben beschriebenen Fall nur etwa bis zu Innenkante der benachbarten Zwillingsräder, so daß zwischen den beiden Plattenstreifen ein breiter Streifen des Schienenkörpers und des Schotterbettes freiliegt, so daß deren Inspektion und Pflege noch weiter erleichtert sind. Außerdem ist für die bevorzugte Ausgestaltung nur eine Mindestmenge an Platten erforderlich.According to one embodiment of the invention, at least on straight lines, the center line of the road surface is laterally offset to such an extent that that of track-guided vehicles with twin wheels, the inner twin wheels of one track are still outside of one of the two rails of the rail body or just up to lead to this rail and roll on it. It is therefore not necessary to lay panels next to the inside of each of the two rails, but only on one of these rails. In the case just described, this row of plates extends only approximately to the inner edge of the adjacent twin wheels, so that a broad strip of the rail body and the ballast bed is exposed between the two plate strips, so that their inspection and maintenance are made even easier. In addition, only a minimum amount of plates is required for the preferred embodiment.

Es ist grundsätzlich möglich, nach dem Verlegen der Platten die Leitstege an deren Außenseite z. B. mittels Dübeln anzubringen. Gemäß einer bevorzugten Ausgestaltung der Erfindung ist aber an jeder Außenplatte bereits von vorneherein ein ihrer Länge entsprechender Abschnitt des Leitsteges angebracht, so daß der Montageaufwand zur Anbringung der Fahrbahnspur noch weiter verringert wird.It is basically possible, after laying the panels, the guide bars on the outside of z. B. by means of dowels. According to a preferred embodiment of the invention, however, a section of the guide web corresponding to its length is attached to each outer plate from the outset, so that the assembly effort for attaching the lane track is further reduced.

Gemäß einer bevorzugten Ausgestaltung der Erfindung sind die Außenplatten mittels etwa horizontal verlaufender Bolzen an der benachbarten Schiene angebracht, wobei diese Bolzen die Schiene durchdringen und mittels Muttern oder dgl. befestigt werden. Vorzugsweise sind diese Bolzen fest in die Außenplatten einbetoniert und werden durch entsprechende Bohrungen im Steg der zugehörigen Schiene hindurchge-An der Außenkante der Außenplatten 6, 8 ist ein nach obenweisender, sich in Längsrichtung der Fahrbahn erstreckender Leitsteg 9 angebracht, der über das Fahrbahnniveau der Platten 6, 7 und 8 übersteht.According to a preferred embodiment of the invention, the outer plates are attached to the adjacent rail by means of bolts which run approximately horizontally, these bolts penetrating the rail and being fastened by means of nuts or the like. These bolts are preferably firmly concreted into the outer plates and are passed through corresponding bores in the web of the associated rail. On the outer edge of the outer plates 6, 8 there is an upwardly directed guide web 9 which extends in the longitudinal direction of the roadway and which projects beyond the level of the roadways of the plates 6, 7 and 8.

Die Außenplatten 6 und 8 sind mittels Bolzen 10 seitlich gegen die benachbarte Schiene 4 angedrückt und bilden mit deren Krone eine im wesentlichen bündig durchgehende Fahrbahnfläche.The outer plates 6 and 8 are pressed laterally against the adjacent rail 4 by means of bolts 10 and, with their crown, form an essentially flush, continuous road surface.

Die Innenplatten 7 sind an den entsprechen verlängerten Spannbolzen 10 angebracht, und zwar so, daß ihre der benachbarten Schiene zugewandte Kante gegenüber dieser einen von oben nach unten offenen Zwischenraum 10 bildet, der klein genug ist, um das Befahren der so gebildeten Fahrbahn zu behindern, aber groß genug, um Verschmutzung aller Art nach unten durchfallen zu lassen.The inner plates 7 are attached to the correspondingly elongated clamping bolts 10, in such a way that their edge facing the adjacent rail forms an intermediate space 10 which is open from top to bottom and which is small enough to hinder driving on the road thus formed, but big enough to let all kinds of pollution fall through.

Im übrigen weist die Innenseite 7 die gleiche Höhe auf wie die Außenplatten 6 und 8.Otherwise, the inside 7 has the same height as the outer plates 6 and 8.

Der Abstand von der Innenseite des rechten Schienenkopfes bis zum Leitsteg 9 der rechten Außenplatte8 ist etwa gleich dem Abstand zwischen der Innenkante der Innenplatte 7 und dem Leitsteg 9 der linken Außenplatte 6. Zwischen der Innenkante der Innenplatte 7 und der rechten Schiene 4 verbleibt ein freier Zwischenraüm, in welchem das Schotterbett 2 und die Schwellen 3 frei liegen.The distance from the inside of the right rail head to the guide bar 9 of the right outer plate 8 is approximately equal to the distance between the inner edge of the inner plate 7 and the guide bar 9 of the left outer plate 6. A free space remains between the inner edge of the inner plate 7 and the right rail 4 , in which the ballast bed 2 and the sleepers 3 are exposed.

Die Mittelachse des aus den Platten 6, 7 und 8 gebildeten Fahrbahnstreifens ist mit 12 bezeichnet und ist, wie ersichtlich, gegenüber der Mittelachse 5 des Schienenkörpers nach rechts um ein geringes Maß versetzt, welches etwa die Hälfte der Breite der Innenplatte 7 bezeugt.The central axis of the carriageway strip formed from the plates 6, 7 and 8 is designated by 12 and, as can be seen, is offset to the right by a small amount relative to the central axis 5 of the rail body, which testifies to approximately half the width of the inner plate 7.

Auf der Fahrbahntrasse ist schematisch ein spurgelenktes Fahrzeug 13 dargestellt, mit Zwillingsrädern 14 und beiderseits jeweils einer Spurführungsrolle 15, welche an der Innenseite des benachbarten Leitungssteges 9 abläuft. Obwohl die Fahrbahntrasse nur aus drei Plattenstriefen gebildet ist, welche jeweils sehr schmal sind, ist ersichtlich, daß auf einigermaßen geraden Strecken dies zur Führung von Fahrzeugen ausreicht, selbst wenn diese mit Zwillingsreifen ausgerüstet sind.A track-steered vehicle 13 is shown schematically on the carriageway, with twin wheels 14 and on both sides in each case with a guide roller 15, which runs on the inside of the adjacent line web 9. Although the carriageway is made up of only three slabs, each of which is very narrow, it can be seen that on reasonably straight routes this is sufficient to guide vehicles, even if they are equipped with twin tires.

Claims (5)

1. Fahrbahnkörper für sowohl Schienenfahrzeuge als auch spurgeführte Omnibusse und Lastkraftwagen, mit einem Schienenkörper mit einem Schienenpaar, und einem bündig mit der Schienen-Oberkante abschließenden Fahrbahnbelag, der mindestens von der Außenkante her bis an die Schienen heranreicht bevorzugt aus Beton gebildet und mindestens einerseits durch einen nach oben überstehenden Leitsteg begrenzt ist, dadurch gekennzeichnet, daß der Schienenkörper (2, 3, 4) als ein Eisenbahn-Schienenköper ausgebildet ist, bei welchem der Abstand des Schienenpaares (4) der Eisenbahn-Normalspur entspricht und das Schienenpaar (4) auf in Schotter (2) gebetteten Schwellen (3) aufliegt, daß der Fahrbahnbelag aus Platten (6, 7, 8) gebildet ist, welche auf die Schwellen (3) aufgelegt sind und an den Schienen (4) befestigt sind, und daß der Fahrbahnbelag an der Innenseite (Innenplatten 7) der-Spur zur benachbarten Schiene (4) einen Mindestabstand (Zwischenraum 11) aufweist, welcher die Benutzung dieser Schiene (4) durch ein Schienenfahrzeug zuläßt.1.Lane body for both rail vehicles and track-guided buses and trucks, with a rail body with a pair of rails, and a road surface that is flush with the top edge of the rail and extends at least from the outer edge to the rails, preferably made of concrete and at least on the one hand by an upwardly projecting guide rail is limited, characterized in that the rail body (2, 3, 4) is designed as a railroad rail body, in which the distance of the rail pair (4) corresponds to the standard railroad track and the rail pair (4) in gravel (2) embedded sleepers (3) rests that the road surface is formed from plates (6, 7, 8) which are placed on the sleepers (3) and fastened to the rails (4), and that the road surface on the inside (inner plates 7) of the track to the adjacent rail (4) has a minimum distance (space 11), which the use of these rails e (4) by a rail vehicle. 2. Fahrbahnkörper nach Anspruch 1, dadurch gekennzeichnet, daß mindestens auf geraden Strecken der Plattenbelag (7) neben der Innenseite nur einer Schiene (4) angeordnet ist, wobei die Mittelachsen (5, 12) des Schienen- bzw. Fahrbahnkörpers (2, 3, 4 bzw. 6, 7, 8) seitlich gegeneinander versetzt sind.2. roadway body according to claim 1, characterized in that at least on straight sections of the plate surface (7) next to the inside only one rail (4) is arranged, the central axes (5, 12) of the rail or track body (2, 3, 4 or 6, 7, 8) being laterally offset from one another. 3. Fahrbahnkörper nach einem der Ansprüche 1 oder 2, dadurch gekennzeichnet, daß der an der Außenseite jeder Außenplatte (6, 8) ein ihrer Länge entsprechender Abschnitt eines Leitsteges (9) zur Spurführung angebracht ist.3. Roadway body according to one of claims 1 or 2, characterized in that on the outside of each outer plate (6, 8) a section corresponding to its length of a guide bar (9) is attached for tracking. 4. Fahrbahnkörper nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß die Außenplatten (6, 8) und gegebenenfalls auch die Innenplatten (7) mittels Bolzen (10) an der jeweiligen Schiene (4) angebracht sind.4. roadway body according to one of claims 1 to 3, characterized in that the outer plates (6, 8) and optionally also the inner plates (7) by means of bolts (10) on the respective rail (4) are attached. 5. Fahrbahnkörper nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß die Außen- und/oder Innenplatten (6, 7, 8) mit den Schwellen (3) verschraubt sind.5. Roadway body according to one of claims 1 to 4, characterized in that the outer and / or inner plates (6, 7, 8) are screwed to the sleepers (3).
EP85112896A 1984-11-23 1985-10-11 Track structure for rail vehicles and track-bound omnibuses or the like Expired EP0182076B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT85112896T ATE41958T1 (en) 1984-11-23 1985-10-11 ROAD BODY FOR BOTH RAIL VEHICLES AND TRACK-GUIDED OMNIBUSES OR LIKE.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19843442726 DE3442726A1 (en) 1984-11-23 1984-11-23 TRAILER BODY FOR BOTH RAILWAY VEHICLES AND TRACKED OMNIBUSES OR THE LIKE.
DE3442726 1984-11-23

Publications (3)

Publication Number Publication Date
EP0182076A2 true EP0182076A2 (en) 1986-05-28
EP0182076A3 EP0182076A3 (en) 1986-12-03
EP0182076B1 EP0182076B1 (en) 1989-04-05

Family

ID=6250964

Family Applications (1)

Application Number Title Priority Date Filing Date
EP85112896A Expired EP0182076B1 (en) 1984-11-23 1985-10-11 Track structure for rail vehicles and track-bound omnibuses or the like

Country Status (3)

Country Link
EP (1) EP0182076B1 (en)
AT (1) ATE41958T1 (en)
DE (2) DE3442726A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2554348A (en) * 2016-09-13 2018-04-04 Univ Nottingham Tram, light rail and guided bus systems and components

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10130753A1 (en) * 2001-06-26 2003-03-06 Johann Georg Adlfinger Road/track layout for all types of road/track surfaces is new

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE495713A (en) *
US1593895A (en) * 1926-03-13 1926-07-27 Bittinger Charles Rail
GB373179A (en) * 1930-11-12 1932-05-12 Charles Rinaldo King Trackways for road-vehicles on railways
DE596461C (en) * 1931-12-30 1934-05-07 Jakob Dietrich Side rail for the usual railway superstructure for driving on for rubber-tired vehicles
US2161106A (en) * 1937-11-09 1939-06-06 Strauss Annette Dual trafficway
DE815047C (en) * 1945-11-13 1951-09-27 Rudolf Dr-Ing Meyer Railroad track with side rails arranged along the outside of each track rail to enable the track to be driven on even with rubber-tired vehicles
DE3029625A1 (en) * 1980-08-05 1982-03-04 Ed. Züblin AG, 7000 Stuttgart Dual wheel track strip mounting on sleepers - has cutters on frame with flanged wheel running gear to cut mounting surfaces
DE3247619C1 (en) * 1982-12-23 1984-06-14 Daimler-Benz Ag, 7000 Stuttgart Dual flanged and tyred wheel track system points - have continuous web sections, track guides interlocking vertically and thin plates as running strips

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2906165A1 (en) * 1979-02-17 1980-08-28 Zueblin Ag Combined rail and road vehicle track - has outside concrete running strips laterally attached to steel rails
DE3027090A1 (en) * 1980-07-17 1982-02-11 Fried. Krupp Gmbh, 4300 Essen Level crossing prefab. reinforced concrete railway slabs - have supporting elastic layer, and protruding connecting rods hinged to rail
DE8235407U1 (en) * 1982-12-16 1983-05-05 Fried. Krupp Gmbh, 4300 Essen KIT FOR THE LEVEL-SIZED DESIGN OF RAILWAY TRACKS WITH STEEL CONCRETE PANELS

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE495713A (en) *
US1593895A (en) * 1926-03-13 1926-07-27 Bittinger Charles Rail
GB373179A (en) * 1930-11-12 1932-05-12 Charles Rinaldo King Trackways for road-vehicles on railways
DE596461C (en) * 1931-12-30 1934-05-07 Jakob Dietrich Side rail for the usual railway superstructure for driving on for rubber-tired vehicles
US2161106A (en) * 1937-11-09 1939-06-06 Strauss Annette Dual trafficway
DE815047C (en) * 1945-11-13 1951-09-27 Rudolf Dr-Ing Meyer Railroad track with side rails arranged along the outside of each track rail to enable the track to be driven on even with rubber-tired vehicles
DE3029625A1 (en) * 1980-08-05 1982-03-04 Ed. Züblin AG, 7000 Stuttgart Dual wheel track strip mounting on sleepers - has cutters on frame with flanged wheel running gear to cut mounting surfaces
DE3247619C1 (en) * 1982-12-23 1984-06-14 Daimler-Benz Ag, 7000 Stuttgart Dual flanged and tyred wheel track system points - have continuous web sections, track guides interlocking vertically and thin plates as running strips

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
RESEARCH DISCLOSURE BULLETIN, Nr. 148, August 1976, Seite 5, Nr. 14804, Havant, Hants., GB; A.P. PEDRICK: "Flanged wheeled structure" *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2554348A (en) * 2016-09-13 2018-04-04 Univ Nottingham Tram, light rail and guided bus systems and components
GB2554348B (en) * 2016-09-13 2021-10-20 Univ Nottingham Tram, light rail and guided bus systems and components

Also Published As

Publication number Publication date
ATE41958T1 (en) 1989-04-15
DE3442726A1 (en) 1986-06-12
DE3569271D1 (en) 1989-05-11
EP0182076A3 (en) 1986-12-03
EP0182076B1 (en) 1989-04-05

Similar Documents

Publication Publication Date Title
DE2304958C3 (en) Wheel-rail system for vehicles with pneumatic tires rn
DE2843748A1 (en) CROSSING BETWEEN ROAD AND RAILWAY TRACK
DE2754811A1 (en) MOBILE DEVICE FOR LAYING THRESHOLDS
DE19646133A1 (en) Substructure for a track for rail vehicles
DE2727644C2 (en) Level crossing at the same level as the rails
EP0635603A1 (en) Method and device for constructing a ballastless superstructure
DE1906690C3 (en) Level crossing at the same level as the rails
EP1200676B2 (en) Track for rail mounted vehicles
AT514166B1 (en) Track section for rail vehicles
AT401943B (en) CONTINUOUSLY MOVABLE TRACKING MACHINE
CH687769A5 (en) Machine assembly for tamping a track.
EP0182076B1 (en) Track structure for rail vehicles and track-bound omnibuses or the like
EP1285996B1 (en) Track maintenance machine for ballast
EP0665331A1 (en) Ballast tamping machine for railways
EP1026321A1 (en) Steel connector for railway sleepers, more particularly for prestressed concrete sleepers for switches
DE10220096B4 (en) Two-block sleepers for fixed carriageway
DE2533799C2 (en) Transport system, especially local public transport system with compulsory lateral guidance
DE2906165A1 (en) Combined rail and road vehicle track - has outside concrete running strips laterally attached to steel rails
DE3329788C2 (en) Lane for lane buses
DE3247619C1 (en) Dual flanged and tyred wheel track system points - have continuous web sections, track guides interlocking vertically and thin plates as running strips
DE19715576B4 (en) Machine for track position correction
DE655748C (en) Movable sliding platform for conveyor wagons in the mine
EP1191145A1 (en) Process and apparatus for connection of a track comprising rails and discrete bearing blocks with a fixed substructure of the track
AT375699B (en) RAIL ARRANGEMENT, IN PARTICULAR FOR TRAMWAY TRACKS
DE10032437A1 (en) Manufacturing process for derailment guard for railways with derailment guard profiles positioned on substructure on either side of rails, and with asphalt/concrete filling the gaps

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AT DE FR GB IT

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: M A N NUTZFAHRZEUGE GMBH

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT DE FR GB IT

17P Request for examination filed

Effective date: 19870424

17Q First examination report despatched

Effective date: 19880315

ITF It: translation for a ep patent filed

Owner name: DE DOMINICIS & MAYER S.R.L.

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT DE FR GB IT

REF Corresponds to:

Ref document number: 41958

Country of ref document: AT

Date of ref document: 19890415

Kind code of ref document: T

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)
REF Corresponds to:

Ref document number: 3569271

Country of ref document: DE

Date of ref document: 19890511

ET Fr: translation filed
RAP2 Party data changed (patent owner data changed or rights of a patent transferred)

Owner name: MAN NUTZFAHRZEUGE AKTIENGESELLSCHAFT

PLBI Opposition filed

Free format text: ORIGINAL CODE: 0009260

26 Opposition filed

Opponent name: MERCEDES- BENZ AG

Effective date: 19891209

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 19900905

Year of fee payment: 6

Ref country code: AT

Payment date: 19900905

Year of fee payment: 6

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 19901025

Year of fee payment: 6

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 19901030

Year of fee payment: 6

ITTA It: last paid annual fee
RDAG Patent revoked

Free format text: ORIGINAL CODE: 0009271

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: PATENT REVOKED

27W Patent revoked

Effective date: 19910204

GBPR Gb: patent revoked under art. 102 of the ep convention designating the uk as contracting state