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EP0698145B1 - Sleeper for rails of superstructure for rail vehicles - Google Patents

Sleeper for rails of superstructure for rail vehicles Download PDF

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Publication number
EP0698145B1
EP0698145B1 EP94915102A EP94915102A EP0698145B1 EP 0698145 B1 EP0698145 B1 EP 0698145B1 EP 94915102 A EP94915102 A EP 94915102A EP 94915102 A EP94915102 A EP 94915102A EP 0698145 B1 EP0698145 B1 EP 0698145B1
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EP
European Patent Office
Prior art keywords
sleeper
sections
plate
plates
section
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.)
Expired - Lifetime
Application number
EP94915102A
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German (de)
French (fr)
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EP0698145A1 (en
Inventor
Sebastian Benenowski
Albrecht Demmig
Hans-Ulrich Dietze
Alfred Kais
Erich Nuding
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.)
Butzbacher Weichenbau GmbH
Voestalpine Turnout Technology Germany GmbH
Original Assignee
Voestalpine BWG GmbH
Butzbacher Weichenbau GmbH
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Publication of EP0698145A1 publication Critical patent/EP0698145A1/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B7/00Switches; Crossings
    • E01B7/22Special sleepers for switches or crossings; Fastening means therefor
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails

Definitions

  • the invention relates to a sleeper for rails of a superstructure for rail vehicles, in particular to a long sleeper for receiving sections of at least three rails with an intermediate layer, optionally arranged between the rail and the sleeper, which has damping properties, the sleeper consisting of at least two sections connected in this way are that the sections are movable relative to one another while maintaining or essentially maintaining the distance between the rails.
  • the sleepers which can be any, i.e. steel, concrete, wood or otherwise used sleepers, vibrate naturally, which can result in resonances that result in the substructure being changed like a ballast bed , which in turn causes the threshold and thus the rail to be lowered.
  • this lowering does not take place uniformly over the length of the threshold, so that driving conditions that lead to hazards can occur.
  • DE 40 04 452 A1 discloses a method for the stable laying of at least three tracks which are laid at a short distance from one another. Over-long sleepers are used, which alternately hold a different number of rail tracks. According to DE 38 29 659 A1 prestressed concrete sleepers are coupled over their end areas receiving sleeves. According to DE 91 06 438 U1, Y sleepers are used to store rails.
  • a threshold consisting of two sections, which are connected via a plate having spring properties.
  • the plate starts from turned-over rail sections embedded in the sleeper sections.
  • a railroad track grating is known from DE 27 35 797 A1.
  • the thresholds used can consist of interconnected sections.
  • hook connections are provided, among other things, to enable the sections to be displaced vertically.
  • a pivot connection between threshold sections is known from DE-C 482 003.
  • the present invention is inter alia based on the problem of creating track-like conditions wherever, for example, where additional track components such as wheel links or frogs change the stiffness of the rails and / or a change in thresholds, particularly in relation to the depression, to create track-like conditions, i.e. on the one hand there is a constant depression for each of the rails arranged on a clamp and on the other hand it is ensured that track-like conditions prevail regardless of the static and dynamic loads.
  • the latter means that the elastic behavior in the vertical direction is largely unchanged under static and dynamic loads.
  • the invention is also based on the problem, in particular, of designing long sleepers in such a way that the vibrations generated in them do not lead to a change in the position of the sleepers, that is to say a permanent influence on the substructure.
  • the problem is essentially solved according to the invention in that the sections of the threshold are connected by a connection which is elastically supported in a softer manner than the sections in the vertical direction in the horizontal direction.
  • a threshold is divided into subsections with simultaneous decoupling of them in such a way that there is symmetrical behavior, that is to say in the areas in which on threshold sections there are several next to one another running rails are arranged, set track-like conditions.
  • connection comprises a plate, which in turn is connected to connecting elements that extend indirectly or directly from the threshold sections via elastic intermediate layers.
  • the elastic intermediate layers can be elastomers, the characteristics of which are designed in such a way that there is little spring stiffness in the vertical direction, whereas there is high spring stiffness in the horizontal direction.
  • the connecting elements which hold the connecting plate elastically can consist of an upper section which has a cylindrical shape and is circumferentially surrounded by the elastic intermediate layer and a lower section of smaller diameter which is connected to one of the sleeper sections or one of the base plates.
  • the plate securing the connection between the sleeper sections undergoes force introduction in the direction of the sleeper via at least one screw element, wherein an elastic support is present between the top of the plate and the screw element.
  • connection plate Since the connection plate is connected to the base plates via the connection elements, the connection plate / base plates units are secured via these screw elements.
  • each screw element can be surrounded by a sleeve which is preferably eccentrically formed in some areas, by means of which a change in the distance of the threshold sections is made possible.
  • the sleeve itself is surrounded at a distance from the connecting plate, whereas an elastic spacing element can be arranged between the sleeve and the base plates in order to also rule out noise.
  • connection comprises parallel plates, of which a sleeper-side plate connects the sleeper sections and is elastically supported both with respect to the sleeper sections and with sleeper-facing plates, each associated with a sleeper section.
  • a sleeper-side plate connects the sleeper sections and is elastically supported both with respect to the sleeper sections and with sleeper-facing plates, each associated with a sleeper section.
  • these can also be penetrated by screw elements which introduce forces into the plates in the direction of the thresholds.
  • the sleepers can be known embodiments such as wooden sleepers, concrete sleepers, iron sleepers or act similarly.
  • connection of the sleeper sections (12) and (14) is intended to decouple them without any loss of directional stability of tracks which are fastened to the sleeper sections (12) and (14).
  • the decoupling is intended to enable a relative movement in the vertical direction alone, without a noticeable change in distance.
  • what connection should be given in the vertical direction, whereas in the horizontal direction it should preferably be a rigid connection.
  • a connecting plate (16) is provided which extends from the section (12) to the section (14).
  • the connecting plate (16) in turn is based on connecting elements which are provided with the reference numerals (18), (20) and (22) by way of example.
  • the connecting elements (18) and (20) and (22) each start from a base plate (24) which is assigned to the threshold section (12) or (14).
  • FIG. 2 shows that base plate which is assigned to section (12) and has reference number (24). It can be seen that the connecting elements (18) and (20) are connected to the base plate (24) via lugs (26) and (28). The lugs (26) and (28) and thus also the connecting elements (18) and (20) can be screwed or pressed to the base plate (24). There is also the possibility of inserting the lugs (26) and (28) into the base plate (24). In this case, however, the recesses in the base plate (24) should be lined with an elastic layer, or the shoulders (26) and (28) should be surrounded by such to prevent noise.
  • cylindrical sections (30) and (32) of the connecting elements (18) and (20) extend, which each have a circumferential intermediate layer (34) and (36), which can consist of elastomers, with the connecting plate (16) are connected.
  • the elastic intermediate layers can both on the cylindrical portion (30) and (32) and vulcanized to the connecting plate (16).
  • both the base plate (24) and the connecting plate (16) are secured on the sleeper section (12) by means of a screw (38).
  • the shaft (40) of the screw (38) is surrounded by a sleeve (42), which is optionally eccentrically formed, by means of which the base plate (24) and thus also the connecting plate (16) can be adjusted.
  • a spacer element (46) is provided below the screw head (44) and rests on an elastic ring (48), which in turn rests on the upper side (50) of the connecting plate (16). If the screw (38) is now tightened, the base plate (24) and the connecting plate (16) are secured, the connecting plate (14) being spaced apart from the sleeve (42).
  • the spacing between the connecting plate (16) and the base plates (24) takes place via the cylindrical section (30) or (32) of the connecting element (18) or (20), the underside of which rests flat on the base plate (24), such as 2 shows in particular.
  • FIGS. 4 and 5 differs from that of FIGS. 1 to 3 in the type of connection between a connecting plate (50) and associated threshold sections (12) or threshold-facing plates (52), which in turn each one of the threshold sections assigned.
  • the connecting plate (50) is arranged on the threshold side and is elastically supported both with respect to the threshold section (12) and with respect to the plates (52) facing away from the threshold.
  • elastic intermediate layers (54), (56) and (58), (60) are provided, which are arranged in cylindrical cavities (62), (64), (66) and (68), which are located between mutually facing surfaces of the threshold-side plate (50) and the plate facing away from the threshold (52) or between the preferably just formed top (70) of the threshold section (12) and the facing surface in the connecting plate (50) are present.
  • the elastic intermediate layers (54), (56), (58), (60) are based on T-shaped brackets, one of which is provided with the reference number (72).
  • a shoulder (74) of the holder (72) extends in bores (76) of the connecting plate (50).
  • the connecting plate (50) and the plates (52) facing away from the threshold are secured by means of screws (78), the shafts (80) of which are each surrounded by a sleeve (82), which can optionally be eccentric in order to shift the plates (50) longitudinally. and (52). 5 that the connecting plate (50) is supported with respect to the sleeve (82) and thus with respect to the screw (78) via an elastic intermediate layer (84), which may be on the intermediate plate (50) and / or the sleeve (82) can be vulcanized.
  • Fig. 6 represents an alternative to the sectional view of Fig. 3, which ensures that movement of the plates (16), (24) and the sleeve (42) does not lead to noise.
  • the distance between the threshold sections (12) and (14) can be changed not only by means of an eccentrically designed sleeve, but also via the base plates (24) themselves. This is possible if the receptacles for the lugs (26) and (28) of the connecting elements (18) and (20) are introduced into recesses which are offset with respect to the center of the base plate (24) surrounding the screw element (38) . In a corresponding embodiment, the base plate (24) only needs to be rotated by 90 ° around the shaft (40) of the screw (38) in order to enable the distance between the threshold sections (12) and (14) to be changed.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Railway Tracks (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Component Parts Of Construction Machinery (AREA)
  • Platform Screen Doors And Railroad Systems (AREA)
  • Automotive Seat Belt Assembly (AREA)
  • Escalators And Moving Walkways (AREA)
  • Road Paving Structures (AREA)
  • Toys (AREA)
  • Seats For Vehicles (AREA)
  • Types And Forms Of Lifts (AREA)

Abstract

Proposed is a connector (16) between sections (12, 14) of a sleeper on which several rails are fixed and by means of which the sections are movable with respect to each other while maintaining, or substantially maintaining, the distance between the rails, the connector being mounted so that it is softer in the vertical direction than in the horizontal direction.

Description

Die Erfindung bezieht sich auf eine Schwelle für Schienen eines Oberbaus für Schienenfahrzeuge, insbesondere auf eine Langschwelle zur Aufnahme von Abschnitten von zumindest drei Schienen mit gegebenenfalls zwischen Schiene und Schwelle angeordneter, Dämpfungseigenschaften aufweisender Zwischenlage, wobei die Schwelle aus zumindest zwei Abschnitten besteht, die derart verbunden sind, daß unter Beibehaltung oder im wesentlichen unter Beibehaltung des Abstandes zwischen den Schienen die Abschnitte relativ zueinander bewegbar sind.The invention relates to a sleeper for rails of a superstructure for rail vehicles, in particular to a long sleeper for receiving sections of at least three rails with an intermediate layer, optionally arranged between the rail and the sleeper, which has damping properties, the sleeper consisting of at least two sections connected in this way are that the sections are movable relative to one another while maintaining or essentially maintaining the distance between the rails.

Außerhalb des normalen Gleises des Bahnoberbaus, also insbesondere in Weichen- oder Kreuzungsbereichen oder überall dort, wo mehrere Schienen dicht nebeneinander verlaufen, gelangen grundsätzlich Mono-Schwellen zum Einsatz, auf denen Abschnitte mehrerer nebeneinander verlaufender Schienen befestigt werden. Dabei erfolgt grundsätzlich eine unsymmetrische Belastung, da zum Beispiel Schienen im Radlenker- oder Herzstückbereich steifer als andere ausgebildet sind, so daß sich bei insbesondere hohen dynamischen Belastungen eine geringere Einsenkung ergibt. Hierdurch wird der Fahrkomfort negativ beeinflußt.Outside the normal track of the track superstructure, in particular in switch or crossing areas or wherever several rails run close together, mono sleepers are generally used, on which sections of several rails running side by side are attached. Basically, there is an asymmetrical load, since, for example, rails in the wheel control or frog area are stiffer than others, so that there is less depression in particular with high dynamic loads. This has a negative impact on driving comfort.

Beim Durchfahren entsprechender Gleisabschnitte gelangen die Schwellen, bei denen es sich um beliebige, also Stahl-, Beton-, Holz- oder ansonsten verwendete Schwellen handeln kann, in Eigenschwingungen, die bei sich einstellenden Resonanzen dazu führen können, daß der Unterbau wie Schotterbett verändert wird, wodurch wiederum ein Absenken der Schwelle und damit der Schiene erfolgt. Dieses Absenken erfolgt jedoch nicht über die Länge der Schwelle gleichmäßig, so daß sich zu Gefährdungen führende Fahrbedingungen einstellen können.When driving through corresponding track sections, the sleepers, which can be any, i.e. steel, concrete, wood or otherwise used sleepers, vibrate naturally, which can result in resonances that result in the substructure being changed like a ballast bed , which in turn causes the threshold and thus the rail to be lowered. However, this lowering does not take place uniformly over the length of the threshold, so that driving conditions that lead to hazards can occur.

Aus der DE 40 04 452 A1 ist ein Verfahren zum spurstabilen Verlegen von zumindest drei mit geringem Abstand voneinander verlegten Gleisen bekannt. Dabei werden überlange Schwellen verwendet, die abwechselnd eine unterschiedliche Anzahl von Schienensträngen halten. Nach der DE 38 29 659 A1 werden Spannbetonschwellen über deren Stirnbereiche aufnehmende Muffen gekoppelt. Um Schienen zu lagern, werden nach dem DE 91 06 438 U1 Y-Schwellen verwendet.DE 40 04 452 A1 discloses a method for the stable laying of at least three tracks which are laid at a short distance from one another. Over-long sleepers are used, which alternately hold a different number of rail tracks. According to DE 38 29 659 A1 prestressed concrete sleepers are coupled over their end areas receiving sleeves. According to DE 91 06 438 U1, Y sleepers are used to store rails.

Aus der US 1,099,179 ist eine aus zwei Abschnitten bestehende Schwelle bekannt, die über eine Federeigenschaften aufweisende Platte verbunden sind. Dabei geht die Platte von in den Schwellenabschnitten eingelassenen umgedrehten Schienenabschnitten aus.From US 1,099,179 a threshold consisting of two sections is known, which are connected via a plate having spring properties. The plate starts from turned-over rail sections embedded in the sleeper sections.

Aus der DE 27 35 797 A1 ist ein Eisenbahn-Gleisrost bekannt. Die verwendeten Schwellen können dabei aus untereinander verbundenen Abschnitten bestehen. Hierzu sind unter anderem Hakenverbindungen vorgesehen, um eine Vertikalverschiebung der Abschnitte zu ermöglichen.A railroad track grating is known from DE 27 35 797 A1. The thresholds used can consist of interconnected sections. For this purpose, hook connections are provided, among other things, to enable the sections to be displaced vertically.

Eine Drehzapfenverbindung zwischen Schwellenabschnitten ist aus der DE-C 482 003 bekannt.A pivot connection between threshold sections is known from DE-C 482 003.

Der vorliegenden Erfindung liegt u.a. das Problem zugrunde, überall dort, wo zum Beispiel durch zusätzliche Gleiskomponenten wie in Weichenbereichen durch Radlenker bzw. Herzstücke die Steifigkeit der Schienen verändert und/oder durch Veränderung der Schwellen eine Änderung insbesondere in bezug auf die Einsenkung erfolgt, gleisähnliche Bedingungen zu schaffen, daß also einerseits eine gleichbleibende Einsenkung für jede der auf einer Schelle angeordneten Schiene erfolgt und andererseits sichergestellt ist, daß unabhängig von den statischen und dynamischen Belastungen gleisähnliche Bedingungen herrschen. Letzteres bedeutet, daß bei statischen und dynamischen Belastungen ein weitgehend unverändertes Elastizitätsverhalten in vertikaler Richtung vorliegt. Der Erfindung liegt aber auch das Problem zugrunde, insbesondere Langschwellen derart auszubilden, daß die in diesen erzeugten Schwingungen nicht dazu führen, daß eine Lageveränderung der Schwellen, also eine bleibende Beeinflussung des Unterbaus erfolgt.The present invention is inter alia based on the problem of creating track-like conditions wherever, for example, where additional track components such as wheel links or frogs change the stiffness of the rails and / or a change in thresholds, particularly in relation to the depression, to create track-like conditions, i.e. on the one hand there is a constant depression for each of the rails arranged on a clamp and on the other hand it is ensured that track-like conditions prevail regardless of the static and dynamic loads. The latter means that the elastic behavior in the vertical direction is largely unchanged under static and dynamic loads. The invention is also based on the problem, in particular, of designing long sleepers in such a way that the vibrations generated in them do not lead to a change in the position of the sleepers, that is to say a permanent influence on the substructure.

Das Problem wird erfindungsgemäß im wesentlichen dadurch gelöst, daß die Abschnitte der Schwelle über eine Verbindung verbunden sind, die elastisch gegenüber den Abschnitten in vertikaler Richtung weicher als in horizontaler Richtung gelagert ist.The problem is essentially solved according to the invention in that the sections of the threshold are connected by a connection which is elastically supported in a softer manner than the sections in the vertical direction in the horizontal direction.

Erfindungsgemäß erfolgt eine Aufteilung einer Schwelle in Teilabschnitte unter gleichzeitiger Entkopplung dieser derart, daß sich ein symmetrisches Verhalten ergibt, daß sich also in den Bereichen, in denen auf Schwellenabschnitte mehrere nebeneinander verlaufende Schienen angeordnet sind, gleisähnliche Bedingungen einstellen.According to the invention, a threshold is divided into subsections with simultaneous decoupling of them in such a way that there is symmetrical behavior, that is to say in the areas in which on threshold sections there are several next to one another running rails are arranged, set track-like conditions.

Trotz dieser Entkopplung ist jedoch eine Spurtreue sichergestellt, da die Schwellenabschnitte weiterhin untereinander verbunden bleiben. Allerdings ist durch die Entkopplung eine Relativbewegung in vertikaler Richtung möglich, wobei die Schienenabschnitte in Abhängigkeit von ihren Belastungen versetzt und/oder geneigt zueinander verlaufen können. Dabei erfolgt eine Entkopplung und Relativbewegung zueinander derart, daß die auf den Schwellenabschnitten angeordneten Schienen jeweils im wesentlichen gleiche Einsenkungszahlen aufweisen, also das bereits angesprochene symmetrische Verhalten bei statischen bzw. dynamischen Belastungen zeigen. Die gleiche Einsenkung erfolgt dabei nicht notwendigerweise allein durch die entkoppelten Schwellenabschnitte, sondern auch durch die gegebenenfalls erforderlichen Zwischenlagen zwischen Schiene und Schwellenabschnitt, die im gewünschten und von den jeweiligen Gleisbedingungen erforderlichen Umfang dämpfend nachgiebig ausgebildet sind, ohne daß sich ein nachteiliges Schwingungsverhalten einstellt. Die Dämpfung der jeweiligen Zwischenlage hängt dabei von dem vertikalen Widerstandsmoment der jeweiligen Schienen bzw. des jeweiligen Schienenpaares ab. Die Zwischenlage kann z.B. zwischen Schiene und Rippenplatte oder zwischen dieser und der Schwelle angeordnet sein.Despite this decoupling, however, directional stability is ensured since the threshold sections continue to be connected to one another. However, the decoupling enables a relative movement in the vertical direction, the rail sections being able to be offset and / or inclined relative to one another depending on their loads. Decoupling and relative movement to one another takes place in such a way that the rails arranged on the sleeper sections each have essentially the same indentation numbers, that is to say show the symmetrical behavior already mentioned with static or dynamic loads. The same depression does not necessarily take place solely through the decoupled sleeper sections, but also through the possibly required intermediate layers between the rail and sleeper section, which are designed to be damping and resilient in the desired extent and required by the respective track conditions, without any adverse vibration behavior occurring. The damping of the respective intermediate layer depends on the vertical section modulus of the respective rails or the respective pair of rails. The intermediate layer can e.g. be arranged between the rail and the ribbed plate or between the latter and the threshold.

Insbesondere umfaßt die Verbindung eine Platte, die ihrerseits mit mittelbar oder unmittelbar von den Schwellenabschnitten ausgehenden Verbindungselementen über elastische Zwischenschichten verbunden sind. Bei den elastischen Zwischenschichten kann es sich um Elastomere handeln, deren Kennlinien derart ausgebildet sind, daß in vertikaler Richtung eine geringe Federsteifigkeit vorliegt, wohingegen in horizontaler Richtung eine hohe Federsteifigkeit gegeben ist.In particular, the connection comprises a plate, which in turn is connected to connecting elements that extend indirectly or directly from the threshold sections via elastic intermediate layers. The elastic intermediate layers can be elastomers, the characteristics of which are designed in such a way that there is little spring stiffness in the vertical direction, whereas there is high spring stiffness in the horizontal direction.

Die die Verbindungsplatte elastisch haltenden Verbindungselemente können aus einem oberen, eine Zylinderform aufweisenden und umfangsseitig von der elastischen Zwischenschicht umgebenden Abschnitt und einem unteren Abschnitt geringeren Durchmessers bestehen, der mit einem der Schwellenabschnitte oder einer der Grundplatten verbunden ist. Diese Ansätze können in die Grundplatte geschraubt, eingepreßt oder auch nur lose eingesetzt sein. Bei dem zuletzt vorgesehenen Lösungsvorschlag sollte jedoch zwischen dem Ansatz und der Grundplatte bzw. dem Schwellenabschnitt eine elastische Zwischenlage vorhanden sein, um eine Geräuschbildung auszuschließen.The connecting elements which hold the connecting plate elastically can consist of an upper section which has a cylindrical shape and is circumferentially surrounded by the elastic intermediate layer and a lower section of smaller diameter which is connected to one of the sleeper sections or one of the base plates. These approaches can be screwed into the base plate, pressed in or only used loosely. In the last proposed solution, however, an elastic intermediate layer should be present between the attachment and the base plate or the threshold section in order to rule out noise.

Die die Verbindung zwischen den Schwellenabschnitten sichernde Platte erfährt über zumindest ein Schraubelement eine in Richtung der Schwelle gerichtete Krafteinleitung, wobei zwischen der Oberseite der Platte und dem Schraubelement eine elastische Abstützung vorhanden ist.The plate securing the connection between the sleeper sections undergoes force introduction in the direction of the sleeper via at least one screw element, wherein an elastic support is present between the top of the plate and the screw element.

Da die Verbindungsplatte über die Verbindungselemente mit den Grundplatten verbunden ist, werden die Einheiten Verbindungsplatte/Grundplatten über diese durchsetzende Schraubelemente gesichert.Since the connection plate is connected to the base plates via the connection elements, the connection plate / base plates units are secured via these screw elements.

In weiterer Ausbildung der Erfindung kann jedes Schraubelement von einer vorzugsweise bereichsweise exzentrisch ausgebildeten Hülse umgeben sein, durch die eine Abstandsveränderung der Schwellenabschnitte ermöglicht wird.In a further embodiment of the invention, each screw element can be surrounded by a sleeve which is preferably eccentrically formed in some areas, by means of which a change in the distance of the threshold sections is made possible.

Die Hülse selbst wird von der Verbindungsplatte beabstandet umgeben, wohingegen zwischen der Hülse und den Grundplatten jeweils ein elastisches Abstandselement angeordnet sein kann, um gleichfalls eine Geräuschbildung auszuschließen.The sleeve itself is surrounded at a distance from the connecting plate, whereas an elastic spacing element can be arranged between the sleeve and the base plates in order to also rule out noise.

Die erfindungsgemäße Lehre kann jedoch auch dadurch realisiert werden, daß die Verbindung parallel verlaufende Platten umfaßt, von denen eine schwellenseitige Platte die Schwellenabschnitte verbindet und elastisch sowohl gegenüber den Schwellenabschnitten als auch schwellenabgewandten, jeweils einem Schwellenabschnitt zugeordneten Platten abgestützt ist. Zum Festlegen der Platten können diese gleichfalls von Schraubelementen durchsetzt sein, die in Richtung der Schwellen Kräfte in die Platten einleiten.However, the teaching according to the invention can also be implemented in that the connection comprises parallel plates, of which a sleeper-side plate connects the sleeper sections and is elastically supported both with respect to the sleeper sections and with sleeper-facing plates, each associated with a sleeper section. To fix the plates, these can also be penetrated by screw elements which introduce forces into the plates in the direction of the thresholds.

Das Schraubelement kann seinerseits von einer Hülse umgeben sein, die gegen die schwellenseitige Platte elastisch abgestützt ist.The screw element can in turn be surrounded by a sleeve which is elastically supported against the sleeper-side plate.

Zur elastischen Abstützung zwischen den Platten bzw. den schwellenseitigen Platten und den Schwellenabschnitten ist vorgesehen, daß zwischen einander zugewandten Flächen zwischen den schwellenseitigen und -abgewandten Platten bzw. den Schwellenabschnitten Auskammerungen zur Aufnahme von elastischen Einsätzen vorhanden sind. Dabei können die elastischen Einsätze jeweils von einer Halterung ausgehen, die sich einer Ausnehmung wie Bohrung in vorzugsweise der schwellenseitigen Platte erstrecken.For elastic support between the plates or the sleeper-side plates and the sleeper sections, it is provided that cavities for receiving elastic inserts are present between mutually facing surfaces between the sleeper-side and away-facing plates or the sleeper sections. The elastic inserts can each start from a holder which extends a recess such as a bore in the sleeper-side plate.

Weitere Einzelheiten, Vorteile und Merkmale der Erfindung ergeben sich nicht nur aus den Ansprüchen, den diesen zu entnehmenden Merkmalen - für sich und/oder in Kombination -, sondern auch aus der nachfolgenden Beschreibung eines der Zeichnung zu entnehmenden bevorzugten Ausführungsbeispiels.Further details, advantages and features of the invention result not only from the claims, the features to be extracted from them - individually and / or in combination - but also from the following description of a preferred exemplary embodiment which can be seen from the drawing.

Es zeigen:

Fig. 1
eine Draufsicht auf eine erste Ausführungsform einer erfindungsgemäßen Verbindung zwischen Schwellenabschnitten,
Fig. 2
einen Schnitt entlang der Linie A-A in Fig. 1,
Fig. 3
einen Schnitt entlang der Linie B-B in Fig. 1,
Fig. 4
eine Draufsicht auf einen Teil einer erfindungsgemäßen Verbindung zwischen Schwellenabschnitten,
Fig. 5
einen Schnitt entlang der Linie V-V in Fig. 4 und
Fig. 6
eine alternative Ausführungsform zu der der Fig. 3 zu entnehmenden.
Show it:
Fig. 1
2 shows a plan view of a first embodiment of a connection according to the invention between threshold sections,
Fig. 2
2 shows a section along the line AA in FIG. 1,
Fig. 3
2 shows a section along the line BB in FIG. 1,
Fig. 4
2 shows a plan view of part of a connection according to the invention between threshold sections,
Fig. 5
a section along the line VV in Fig. 4 and
Fig. 6
an alternative embodiment to that shown in FIG. 3.

In Fig. 1 ist in Draufsicht ein Ausschnitt aus einer Verbindung zwischen Abschnitten (12) und (14) von Schwellen dargestellt. Dabei kann es sich bei den Schwellen um bekannte Ausführungsformen wie Holzschwellen, Betonschwellen, Eisenschwellen oder ähnliches handeln.1 shows a top view of a section from a connection between sections (12) and (14) of sleepers. The sleepers can be known embodiments such as wooden sleepers, concrete sleepers, iron sleepers or act similarly.

Durch die Verbindung der Schwellenabschnitte (12) und (14) soll eine Entkopplung dieser erfolgen, ohne daß Einbußen hinsichtlich Spurtreue von Gleisen erfolgt, die auf den Schwellenabschnitten (12) und (14) befestigt sind. Die Entkopplung soll jedoch dabei allein eine Relativbewegung in vertikaler Richtung ermöglichen, ohne daß eine spürbare Abstandsveränderung erfolgt. Mit anderen Worten soll in vertikaler Richtung eine welche Verbindung gegeben sein, wohingegen es sich in horizontaler Richtung vorzugsweise um eine starre Verbindung handeln soll.The connection of the sleeper sections (12) and (14) is intended to decouple them without any loss of directional stability of tracks which are fastened to the sleeper sections (12) and (14). However, the decoupling is intended to enable a relative movement in the vertical direction alone, without a noticeable change in distance. In other words, what connection should be given in the vertical direction, whereas in the horizontal direction it should preferably be a rigid connection.

Um die Schwellenabschnitte (12) und (14) zu verbinden, ist eine Verbindungsplatte (16) vorgesehen, die sich von dem Abschnitt (12) zum Abschnitt (14) erstreckt. Die Verbindungsplatte (16) geht ihrerseits von Verbindungselementen aus, die beispielhaft mit den Bezugszeichen (18), (20) und (22) versehen sind.In order to connect the threshold sections (12) and (14), a connecting plate (16) is provided which extends from the section (12) to the section (14). The connecting plate (16) in turn is based on connecting elements which are provided with the reference numerals (18), (20) and (22) by way of example.

Die Verbindungselemente (18) und (20) bzw. (22) gehen jeweils von einer Grundplatte (24) aus, die dem Schwellenabschnitt (12) bzw. (14) zugeordnet ist.The connecting elements (18) and (20) and (22) each start from a base plate (24) which is assigned to the threshold section (12) or (14).

In Fig. 2 ist diejenige Grundplatte dargestellt, die dem Abschnitt (12) zugeordnet ist und das Bezugszeichen (24) aufweist. Man erkennt, daß die Verbindungselemente (18) und (20) über Ansätze (26) und (28) mit der Grundplatte (24) verbunden sind. Dabei können die Ansätze (26) und (28) und damit auch die Verbindungselemente (18) und (20) zu der Grundplatte (24) verschraubt oder verpreßt sein. Auch besteht die Möglichkeit, die Ansätze (26) und (28) in die Grundplatte (24) einzusetzen. In diesem Fall sollten jedoch die Aussparungen in der Grundplatte (24) von einer elastischen Schicht ausgekleidet bzw. die Ansätze (26) und (28) von solchen umgeben sein, um Geräuschbildungen auszuschließen.2 shows that base plate which is assigned to section (12) and has reference number (24). It can be seen that the connecting elements (18) and (20) are connected to the base plate (24) via lugs (26) and (28). The lugs (26) and (28) and thus also the connecting elements (18) and (20) can be screwed or pressed to the base plate (24). There is also the possibility of inserting the lugs (26) and (28) into the base plate (24). In this case, however, the recesses in the base plate (24) should be lined with an elastic layer, or the shoulders (26) and (28) should be surrounded by such to prevent noise.

Oberhalb der Grundplatte (24) erstrecken sich zylindrische Abschnitte (30) und (32) der Verbindungselemente (18) und (20), die über jeweils eine umlaufende Zwischenlage (34) und (36), die aus Elastomeren bestehen kann, mit der Verbindungsplatte (16) verbunden sind. Dabei können die elastischen Zwischenlagen sowohl an den zylindrischen Abschnitt (30) und (32) als auch an der Verbindungsplatte (16) anvulkanisiert sein.Above the base plate (24), cylindrical sections (30) and (32) of the connecting elements (18) and (20) extend, which each have a circumferential intermediate layer (34) and (36), which can consist of elastomers, with the connecting plate (16) are connected. The elastic intermediate layers can both on the cylindrical portion (30) and (32) and vulcanized to the connecting plate (16).

Wie die Fig. 3 verdeutlicht, werden sowohl die Grundplatte (24) als auch die Verbindungsplatte (16) über eine Schraube (38) auf dem Schwellenabschnitt (12) gesichert. Dabei wird der Schaft (40) der Schraube (38) von einer gegebenenfalls exzentrisch ausgebildeten Hülse (42) umgeben, durch die eine Verstellbarkeit der Grundplatte (24) und damit auch der Verbindungsplatte (16) ermöglicht wird.As illustrated in FIG. 3, both the base plate (24) and the connecting plate (16) are secured on the sleeper section (12) by means of a screw (38). The shaft (40) of the screw (38) is surrounded by a sleeve (42), which is optionally eccentrically formed, by means of which the base plate (24) and thus also the connecting plate (16) can be adjusted.

Unterhalb des Schraubenkopfes (44) ist ein Abstandselement (46) vorgesehen, das auf einem elastischen Ring (48) aufliegt, der seinerseits auf der Oberseite (50) der Verbindungsplatte (16) ruht. Wird nun die Schraube (38) angezogen, so werden die Grundplatte (24) und die Verbindungsplatte (16) gesichert, wobei die Verbindungsplatte (14) beabstandet zur Hülse (42) verläuft.A spacer element (46) is provided below the screw head (44) and rests on an elastic ring (48), which in turn rests on the upper side (50) of the connecting plate (16). If the screw (38) is now tightened, the base plate (24) and the connecting plate (16) are secured, the connecting plate (14) being spaced apart from the sleeve (42).

Die Beabstandung zwischen der Verbindungsplatte (16) und den Grundplatten (24) erfolgt über den zylindrischen Abschnitt (30) bzw. (32) des Verbindungselementes (18) bzw. (20), dessen Unterseite flächig auf der Grundplatte (24) aufliegt, wie insbesondere die Fig. 2 zeigt.The spacing between the connecting plate (16) and the base plates (24) takes place via the cylindrical section (30) or (32) of the connecting element (18) or (20), the underside of which rests flat on the base plate (24), such as 2 shows in particular.

Das Ausführungsbeispiel der Fig. 4 und 5 unterscheidet sich von dem der Fig. 1 bis 3 in der Art der Verbindung zwischen einer Verbindungsplatte (50) und dieser zugeordneten Schwellenabschnitte (12) bzw. schwellenabgewandten Platten (52), die ihrerseits jeweils einem der Schwellenabschnitte zugeordnet sind.The embodiment of FIGS. 4 and 5 differs from that of FIGS. 1 to 3 in the type of connection between a connecting plate (50) and associated threshold sections (12) or threshold-facing plates (52), which in turn each one of the threshold sections assigned.

So ist die Verbindungsplatte (50) schwellenseitig angeordnet, die sowohl gegenüber dem Schwellenabschnitt (12) als auch gegenüber den schwellenabgewandten Platten (52) elastisch abgestützt ist. Hierzu sind elastische Zwischenlagen (54), (56) bzw. (58), (60) vorgesehen, die in zylindrischen Auskammerungen (62), (64), (66) und (68) angeordnet sind, die zwischen einander zugewandten Flächen der schwellenseitigen Platte (50) und der schwellenabgewandten Platte (52) bzw. zwischen der vorzugsweise eben ausgebildeten Oberseite (70) des Schwellenabschnittes (12) und der zugewandten Fläche in der Verbindungsplatte (50) vorhanden sind. Dabei gehen die elastischen Zwischenlagen (54), (56), (58), (60) von im Schnitt T-förmigen Halterungen aus, von denen eine mit dem Bezugszeichen (72) versehen ist. Ein Ansatz (74) der Halterung (72) erstreckt sich in Bohrungen (76) der Verbindungsplatte (50).The connecting plate (50) is arranged on the threshold side and is elastically supported both with respect to the threshold section (12) and with respect to the plates (52) facing away from the threshold. For this purpose, elastic intermediate layers (54), (56) and (58), (60) are provided, which are arranged in cylindrical cavities (62), (64), (66) and (68), which are located between mutually facing surfaces of the threshold-side plate (50) and the plate facing away from the threshold (52) or between the preferably just formed top (70) of the threshold section (12) and the facing surface in the connecting plate (50) are present. The elastic intermediate layers (54), (56), (58), (60) are based on T-shaped brackets, one of which is provided with the reference number (72). A shoulder (74) of the holder (72) extends in bores (76) of the connecting plate (50).

Gesichert werden die Verbindungsplatte (50) sowie die schwellenabgewandten Platten (52) über Schrauben (78), deren Schäfte (80) jeweils von einer Hülse (82) umgeben ist, die gegebenenfalls exzentrisch ausgebildet sein kann, um eine Längsverschiebung der Platten (50) und (52) zu ermöglichen. Ferner wird aus der Schnittdarstellung gemäß Fig. 5 ersichtlich, daß die Verbindungsplatte (50) gegenüber der Hülse (82) und damit gegenüber der Schraube (78) über eine elastische Zwischenlage (84) abgestützt ist, die gegebenenfalls an der Zwischenplatte (50) und/oder der Hülse (82) anvulkanisiert sein kann.The connecting plate (50) and the plates (52) facing away from the threshold are secured by means of screws (78), the shafts (80) of which are each surrounded by a sleeve (82), which can optionally be eccentric in order to shift the plates (50) longitudinally. and (52). 5 that the connecting plate (50) is supported with respect to the sleeve (82) and thus with respect to the screw (78) via an elastic intermediate layer (84), which may be on the intermediate plate (50) and / or the sleeve (82) can be vulcanized.

Fig. 6 stellt eine Alternative zu der der Fig. 3 zu entnehmenden Schnittdarstellung dar, durch die sichergestellt wird, daß eine Bewegung der Platten (16), (24) und der Hülse (42) zu einer Geräuschbildung nicht führt.Fig. 6 represents an alternative to the sectional view of Fig. 3, which ensures that movement of the plates (16), (24) and the sleeve (42) does not lead to noise.

Durch die der Fig. 6 zu entnehmende Ausführungsform bilden die Grundplatte (24) und die Verbindungsplatte (16), eine das Schraubelement (38) umgebende Hülse (84) sowie das Schraubelement (38) selbst eine Einheit. Hierzu weist die Hülse (84) im oberen Bereich ein Gewinde (86) auf, auf das eine Kappe (88) schraubbar ist, die über den elastischen Ring (48) Kräfte in die Verbindungsplatte (16) und damit über die Verbindungselemente (18), (20), (22) auf die Grundplatte (24) in Richtung des Schwellenabschnitts (12) einleitet.6, the base plate (24) and the connecting plate (16), a sleeve (84) surrounding the screw element (38) and the screw element (38) themselves form a unit. For this purpose, the sleeve (84) has a thread (86) in the upper area, onto which a cap (88) can be screwed, which forces into the connecting plate (16) and thus via the connecting elements (18) via the elastic ring (48). , (20), (22) introduces onto the base plate (24) in the direction of the threshold section (12).

Die Hülse (84) kann ihrerseits über das Schraubelement (38) gesichert sein, wenn letzteres angezogen wird. Alternativ besteht die Möglichkeit, die Hülse (84) mit der Platte (24) z.B. über ein Gewinde oder einen Stift zu verbinden.The sleeve (84) can in turn be secured via the screw element (38) when the latter is tightened. Alternatively, there is the possibility of connecting the sleeve (84) to the plate (24), for example via a thread or a pin.

Ferner ist anzumerken, daß eine Abstandsveränderbarkeit zwischen den Schwellenabschnitten (12) und (14) nicht nur mittels einer exzentrisch ausgebildeten Hülse, sondern auch über die Grundplatten (24) selbst erfolgen kann. Dies ist dann möglich, wenn die Aufnahmen für die Ansätze (26) und (28) der Verbindungselemente (18) und (20) in in bezug auf das das Schraubelement (38) umgebende Zentrum der Grundplatte (24) versetzt zueinander angeordneten Ausnehmungen eingebracht werden. Bei einer entsprechenden Ausführungsform braucht die Grundplatte (24) nur um den Schaft (40) der Schraube (38) jeweils um 90° gedreht zu werden, um hierdurch eine Abstandsveränderbarkeit zwischen den Schwellenabschnitten (12) und (14) zu ermöglichen.It should also be noted that the distance between the threshold sections (12) and (14) can be changed not only by means of an eccentrically designed sleeve, but also via the base plates (24) themselves. This is possible if the receptacles for the lugs (26) and (28) of the connecting elements (18) and (20) are introduced into recesses which are offset with respect to the center of the base plate (24) surrounding the screw element (38) . In a corresponding embodiment, the base plate (24) only needs to be rotated by 90 ° around the shaft (40) of the screw (38) in order to enable the distance between the threshold sections (12) and (14) to be changed.

Claims (17)

  1. A sleeper for rails of a railroad track part for rolling stock, in particular a long sleeper for receiving sections of at least three rails with where necessary an intermediate layer disposed between rail and sleeper and having damping properties, said sleeper comprising at least two sections (12, 14) connected such that said sections are movable relative to one another while retaining or substantially retaining the spacing between said rails,
    wherein
    said sections (12, 14) of the sleeper are connected by a connection (16, 50) that is elastically mounted relative to the sections and more softly in the vertical direction than in the horizontal direction.
  2. A sleeper according to Claim 1,
    wherein
    the connection comprises a plate (16) which in turn is connected via elastic intermediate layers (34, 36) to connecting elements (18, 20, 22) projecting indirectly or directly from the sleeper sections (12, 14).
  3. A sleeper according to Claim 1 or Claim 2,
    wherein
    the connecting elements (18, 20, 22) project from sole plates (24) that in turn are connected to the sleeper sections (12, 14) preferably by bolt elements (78) securing the plate (16) connecting said sleeper sections (12, 14).
  4. A sleeper according to at least one of the preceding Claims,
    wherein
    the connecting elements (18, 20, 22) each comprise an upper section (30, 32) having a cylindrical form and surrounded circumferentially by the elastic intermediate layer (34, 36) such as elastomer, and a lower section (26, 28) of smaller diameter connected to one of the sole plates (24).
  5. A sleeper according to at least one of the preceding Claims,
    wherein
    the lower section (24, 26) of shoulder type of the connecting element (18, 20, 22) is bolted, pressed or inserted into the sole plate (24).
  6. A sleeper according to at least one of the preceding Claims,
    wherein
    the plate (16) connecting the sleeper sections (14) is subjected via bolt elements (38) to a force introduced in the direction of the sleeper, with elastic support being provided between the upper side of said plate and said bolt element (38).
  7. A sleeper according to at least one of the preceding Claims,
    wherein
    the bolt element (38) is surrounded by a sleeve (84) preferably eccentrically designed in some areas and using which a variable spacing capacity of the sleeper sections (12, 14) is provided.
  8. A sleeper according to at least one of the preceding Claims,
    wherein
    the plate (16) securing the connection between the sleeper sections (12, 14) surrounds the sleeve (84) with a spacing.
  9. A sleeper according to at least one of the preceding Claims,
    wherein
    the elastic intermediate layer (34, 36) on the plate (16) and/or on the upper section (30, 32) of the connecting element (18, 20,22) is vulcanized on.
  10. A sleeper according to Claim 1 at least,
    wherein
    the connection comprises parallel plates (50, 52) of which one plate (50) on the sleeper side connects the sleeper sections (12) and is supported elastically in relation to both the sleeper sections and to plates (52) each associated with one of the sleeper sections and facing away from said sleeper.
  11. A sleeper according to Claim 10 at least,
    wherein
    the plates (50, 52) are passed through by bolt elements (78) that introduce forces into said plates in the direction of the sleepers.
  12. A sleeper according to at least one of the preceding Claims,
    wherein
    the bolt element (78) is surrounded by a sleeve (82) against which the plate (50) connecting the sleeper sections (12) is elastically supported.
  13. A sleeper according to at least one of the preceding Claims,
    wherein
    between facing surfaces between the sleeper-side plate (50) and the plates (52) facing away from the sleeper chambers (62, 64) are provided for receiving elastic inserts (54, 58).
  14. A sleeper according to Claim 13 at least,
    wherein
    the elastic inserts (54, 58) project from a holder (72) that extends into a recess such as a hole (76) in one of the plates, preferably the sleeper-side plate (50).
  15. A sleeper according to at least one of the preceding Claims,
    wherein
    elastic inserts (56, 60) extend between facing surfaces of the sleeper-side plate (50) and the sleeper sections (12) and project in turn from a holder that extends section by section in a recess such as a hole in the sleeper-side plate (50).
  16. A sleeper according to at least one of the preceding Claims,
    wherein
    a cap (88) is screwable onto a sleeve, via which cap a force in the direction of the sleeper section (12, 14) is directed into the connecting plate (16) and into the sole plate (24) connected therewith by the connecting elements (18, 20, 22), said sole plate in its turn resting on the sleeper section in flat contact.
  17. A sleeper according to at least one of the preceding Claims,
    wherein
    the recesses receiving the connecting elements (18, 20, 22) in the sole plate (24) are assigned to a bolt element (38) securing said sole plate in such a way that when the latter is rotated by 90° or 180° a change in the spacing results between the sleeper sections (12, 14).
EP94915102A 1993-04-28 1994-04-23 Sleeper for rails of superstructure for rail vehicles Expired - Lifetime EP0698145B1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE4313822 1993-04-28
DE4313822A DE4313822A1 (en) 1993-04-28 1993-04-28 Threshold for rails of a superstructure for rail vehicles
PCT/EP1994/001266 WO1994025673A1 (en) 1993-04-28 1994-04-23 Sleeper for rails of superstructure for rail vehicles

Publications (2)

Publication Number Publication Date
EP0698145A1 EP0698145A1 (en) 1996-02-28
EP0698145B1 true EP0698145B1 (en) 1997-11-12

Family

ID=6486532

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94915102A Expired - Lifetime EP0698145B1 (en) 1993-04-28 1994-04-23 Sleeper for rails of superstructure for rail vehicles

Country Status (11)

Country Link
EP (1) EP0698145B1 (en)
AT (1) ATE160194T1 (en)
AU (1) AU6647594A (en)
CZ (1) CZ288106B6 (en)
DE (2) DE4313822A1 (en)
DK (1) DK0698145T3 (en)
ES (1) ES2110750T3 (en)
HU (1) HUT74199A (en)
NO (1) NO954309L (en)
TW (1) TW265372B (en)
WO (1) WO1994025673A1 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19623189A1 (en) * 1996-06-11 1997-12-18 Butzbacher Weichenbau Gmbh Connection between threshold sections
GB2421264A (en) * 2004-12-14 2006-06-21 Balfour Beatty Plc Rail bearer joint
DE202010014733U1 (en) 2010-10-28 2010-12-30 Db Netz Ag Threshold connection plate for railroad track, in particular for points areas
ES2401011B1 (en) * 2011-09-27 2014-04-25 Jez Sistemas Ferroviarios, S.L. Connecting element of track device sleepers

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE482003C (en) * 1931-05-29 Carl Doerr Reinforced concrete sleeper with central joint
DE505518C (en) * 1930-12-30 Carl Doerr Two-part reinforced concrete sleeper in which the parts are connected by a horizontal flat spring joint made of iron
FR401332A (en) * 1908-04-03 1909-08-26 Stanislaw Jan Zaleski Railroad track laying and fixing device
US1099179A (en) * 1914-03-07 1914-06-09 Charles W Israel Railway-tie.
US1329648A (en) * 1919-06-02 1920-02-03 Clinton E Wilder Metallic railway-tie
US1346651A (en) * 1920-05-13 1920-07-13 Herminghuysen Christ Railway-tie
CH620004A5 (en) * 1977-03-01 1980-10-31 Matico Sa Railway sleeper
DE4201631A1 (en) * 1992-01-22 1993-07-29 Butzbacher Weichenbau Gmbh THRESHOLD FOR RAILS OF A STRUCTURE FOR RAIL VEHICLES

Also Published As

Publication number Publication date
ATE160194T1 (en) 1997-11-15
CZ277395A3 (en) 1996-04-17
NO954309D0 (en) 1995-10-27
DE59404583D1 (en) 1997-12-18
DK0698145T3 (en) 1998-07-27
EP0698145A1 (en) 1996-02-28
TW265372B (en) 1995-12-11
HU9503077D0 (en) 1995-12-28
AU6647594A (en) 1994-11-21
DE4313822A1 (en) 1994-11-03
HUT74199A (en) 1996-11-28
NO954309L (en) 1995-10-27
ES2110750T3 (en) 1998-02-16
CZ288106B6 (en) 2001-04-11
WO1994025673A1 (en) 1994-11-10

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