EP1036720A2 - Transport installation for vehicles pulled by a rope - Google Patents

Transport installation for vehicles pulled by a rope Download PDF

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Publication number
EP1036720A2
EP1036720A2 EP00890080A EP00890080A EP1036720A2 EP 1036720 A2 EP1036720 A2 EP 1036720A2 EP 00890080 A EP00890080 A EP 00890080A EP 00890080 A EP00890080 A EP 00890080A EP 1036720 A2 EP1036720 A2 EP 1036720A2
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EP
European Patent Office
Prior art keywords
girder
intermediate elements
carriageway
rope
transport device
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Granted
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EP00890080A
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German (de)
French (fr)
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EP1036720B1 (en
EP1036720A3 (en
Inventor
Walter Sehnal
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High Technology Industries SpA
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High Technology Investments BV
Leitner International BV
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Application filed by High Technology Investments BV, Leitner International BV filed Critical High Technology Investments BV
Priority to AT00890080T priority Critical patent/ATE247570T1/en
Publication of EP1036720A2 publication Critical patent/EP1036720A2/en
Publication of EP1036720A3 publication Critical patent/EP1036720A3/en
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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B61—RAILWAYS
    • B61B—RAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
    • B61B3/00—Elevated railway systems with suspended vehicles

Definitions

  • the invention relates to a transport device for cable pulls Vehicles with a carriageway girder for transportation of the vehicles, comprising one or more longitudinal sections, and at least one hanging rope that runs in the longitudinal direction of the carriageway girder runs, at least one longitudinal section of the Carrier directly or via intermediate elements on the hanging rope is hung.
  • Such transport devices are made of, for example CH 673 015, DE 43 10 904 or FR 2 658 469 are known.
  • the suspension of the carriageway girder on a separate hanging rope enables large spans with small cross-sections.
  • the aim of the invention is to make the known transport facilities to reduce cross winds.
  • This goal is achieved with a transport facility introduced in the introduction, which is according to the invention characterized by at least one stabilizing rope, which essentially to the side or below the cross-section of the carriageway girder runs, at least one longitudinal section of the Lane girder directly or via other intermediate elements the stabilizing rope (s) is connected.
  • a particularly simple embodiment of the invention is characterized in that a stabilizing rope is provided is that below the carriageway girder in one of carriageway girders and hanging rope formed level.
  • An alternative Embodiment is that two stabilizing ropes are provided on both sides of one of the roadway girders and hanging rope formed plane, preferably symmetrical to this. This variant results in an even higher stabilization of the carriageway girder.
  • the intermediate elements or further intermediate elements can each at the same point in the corresponding cross section of the Attack the carriageway girder. This is with roadway girders narrow cross section advantageous, but does not allow the Use of a funicular, provided that the intermediate elements of the hanging rope, or the use of a monorail, phobiae it the intermediate elements of the single stabilizing rope concerns. It is therefore preferably provided that the intermediate elements or other intermediate elements at two points attack a corresponding cross-section of the carriageway girder. This is especially true for wide cross-section road girders advantageous where the intermediate elements or other intermediate elements Attack near or on the sides of the road beam.
  • the intermediate elements or other intermediate elements articulated to the carriageway girder are what prevents twists.
  • carriageway girder as Profile beam, welded beam, pipe, rail or the like. educated is.
  • the side members used can be cross-members or associations. This lane girder have a low compared to road or railway bridges Cross section and therefore enable in combination with large spans on a hanging rope.
  • rails or profiled beams are used as the carriageway used on which the wheels of the vehicle are supported.
  • the vehicles are made using one or more ropes moved along the road.
  • the vehicle can be above (Funicular) or below (monorail) the lane are located.
  • the drive of the vehicles is outside the Vehicles powered by the pull rope through a drive station becomes.
  • the traction ropes are preferred for monorails arranged below the road beam, but can also be arranged to the side or above the road.
  • the traction cables are expedient arranged above the carriageway girder.
  • the carriageway girder can be designed so that it carries several lanes. This has the advantage that at the same time Vehicles can run in both directions.
  • part of the roadway girder itself forms at least one lane.
  • an I-section girder can be used as the carriageway girder lower flange as a carriageway for the vehicle of a monorail serves.
  • the hanging rope over at least a prop is guided and fastened in an anchor is.
  • the hanging rope for example, directly on the mountain slope be anchored.
  • a road beam 3 is shown, the as Connecting cables 4 formed intermediate elements, which in certain Distances are arranged, connected to the hanging rope 1 is.
  • the hanging rope 1 is anchored to supports 2 or over this continued to anchorages and hangs between the Support 2 accordingly.
  • the carriageway girder 3 and thus the roadway is approximately flat here. This can however, also be formed with a slight slope.
  • Lane carrier 3 also directly without connecting cables 4 to the Hanging rope 1 can be attached.
  • the vehicle 5 is by the Traction rope 6 moves along the carriageway of the carriageway girder 3.
  • Fig. 2 shows a roadway beam 3 in the form of a I-beam, which also serves as a lane for the rope 6 towed vehicle 5 is used.
  • the connecting ropes 4 grip here only at one point of the cross-section of the carriageway girder 3 on.
  • a road beam 3 is shown, which as Lane has two I-section beams 9.
  • the vehicle 5 is moving with the help of the rope 6 over his chassis along the road away.
  • two connecting ropes 4 each close the lateral ends of the cross section of the carriageway girder 3 symmetrical to the longitudinal median plane shown in dashed lines. This arrangement is also suitable for funiculars.
  • a road beam 3 is shown, which as Lane has three I-beam 9, so that two vehicles 5 can simultaneously drive onto the carriageway girder 3.
  • two connecting cables 4 each near the lateral ends of the cross section of the carriageway girder 3 symmetrical to Longitudinal median plane shown in dashed lines.
  • FIG. 5 shows a view of a suspension according to the invention, in which the carriageway girder 3 deviates from the horizontal 10 is too high and therefore a slight incline or has a slight gradient. On the one hand better stability is achieved and on the other hand for the Vehicles achieved an almost flat passage through the field.
  • the carriageway girder 3 is direct and in the middle of the field left and right of it using connecting ropes 4 on the hanging rope 1 attached, with the hanging rope anchored to or above supports 2 is.
  • curved stabilizing cables 7, 7 ' are arranged, which via intermediate elements 8, 8 'with the carriageway girder 3 connected and anchored to or via the supports 2.
  • Fig. 7 shows a possible cross section to Fig. 6.
  • Das Hanging rope 1 carries over the connecting ropes 4, which are close to the attack both sides of the carriageway girder 3, the carriageway girder 3, on which three profile beams 9 are attached, the two Form lanes analogous to FIG. 4.
  • Two stabilizing ropes 7, 7 ' are arranged laterally slightly below the carriageway girder 3 and by means of connecting cables 8, 8 'to the carriageway girder 3 connected. Due to the tension of the stabilizing ropes 7, 7 ', the symmetrical to the longitudinal median plane shown in dashed lines are arranged, the position of the carriageway girder 3 at Wind, especially cross wind, stabilized.

Abstract

The transporting device has a track carrier (3) for transporting the vehicle (5). There is at least one suspension cable (1) running along the track carrier. At least one sector of the track carrier is hung directly or via an intermediate element (4) from the suspension cable. There is at least one stabilizing cable (7, 7') at the side of or below the cross section of the track carrier.

Description

Die Erfindung betrifft eine Transporteinrichtung für seilgezogene Fahrzeuge, mit einem Fahrbahnträger für den Transport der Fahrzeuge, umfassend einen oder mehrere Längsabschnitte, und zumindest einem Hängeseil, das in Längsrichtung des Fahrbahnträgers verläuft, wobei zumindest ein Längsabschnitt des Fahrbahnträgers direkt oder über Zwischenelemente am Hängeseil aufgehängt ist.The invention relates to a transport device for cable pulls Vehicles with a carriageway girder for transportation of the vehicles, comprising one or more longitudinal sections, and at least one hanging rope that runs in the longitudinal direction of the carriageway girder runs, at least one longitudinal section of the Carrier directly or via intermediate elements on the hanging rope is hung.

Derartige Transporteinrichtungen sind beispielsweise aus der CH 673 015, der DE 43 10 904 oder der FR 2 658 469 bekannt. Die Aufhängung des Fahrbahnträgers an einem gesonderten Hängeseil ermöglicht dabei große Spannweiten bei kleinen Fahrbahnträgerquerschnitten.Such transport devices are made of, for example CH 673 015, DE 43 10 904 or FR 2 658 469 are known. The suspension of the carriageway girder on a separate hanging rope enables large spans with small cross-sections.

Die Erfindung setzt sich zum Ziel, die Anfälligkeit der bekannten Transporteinrichtungen gegenüber Seitenwind zu verringern. Dieses Ziel wird mit einer Transporteinrichtung der einleitend genannten Art erreicht, die sich gemäß der Erfindung auszeichnet durch zumindest ein Stabilisierungsseil, das im wesentlichen seitlich oder unterhalb des Querschnitts des Fahrbahnträgers verläuft, wobei zumindest ein Längsabschnitt des Fahrbahnträgers direkt oder über weitere Zwischenelemente mit dem bzw. den Stabilisierungsseil(en) verbunden ist.The aim of the invention is to make the known transport facilities to reduce cross winds. This goal is achieved with a transport facility introduced in the introduction, which is according to the invention characterized by at least one stabilizing rope, which essentially to the side or below the cross-section of the carriageway girder runs, at least one longitudinal section of the Lane girder directly or via other intermediate elements the stabilizing rope (s) is connected.

Auf diese Weise wird eine ausgezeichnete Stabilisierung der Transporteinrichtung erreicht, was insbesondere die Seitenwindanfälligkeit verringert.This will provide excellent stabilization the transport device achieves what is particularly susceptible to cross winds decreased.

Eine besonders einfache Ausführungsform der Erfindung zeichnet sich dadurch aus, daß ein Stabilisierungsseil vorgesehen ist, das unterhalb des Fahrbahnträgers in einer von Fahrbahnträger und Hängeseil gebildeten Ebene verläuft. Eine alternative Ausführungsform besteht darin, daß zwei Stabilisierungsseile vorgesehen sind, die beidseits einer von Fahrbahnträger und Hängeseil gebildeten Ebene verlaufen, bevorzugt symmetrisch zu dieser. Diese Variante bewirkt eine noch höhere Stabilisierung des Fahrbahnträgers.A particularly simple embodiment of the invention is characterized in that a stabilizing rope is provided is that below the carriageway girder in one of carriageway girders and hanging rope formed level. An alternative Embodiment is that two stabilizing ropes are provided on both sides of one of the roadway girders and hanging rope formed plane, preferably symmetrical to this. This variant results in an even higher stabilization of the carriageway girder.

Insbesondere kann auch vorgesehen werden, daß die beiden Stabilisierungsseile untereinander über noch weitere Zwischenelemente verbunden sind. In particular, it can also be provided that the two Stabilizing ropes with each other via other intermediate elements are connected.

Die Zwischenelemente bzw. weiteren Zwischenelemente können jeweils am gleichen Punkt des entsprechenden Querschnitts des Fahrbahnträgers angreifen. Dies ist bei Fahrbahnträgern mit schmalem Querschnitt vorteilhaft, erlaubt allerdings nicht den Einsatz einer Standseilbahn, soferne es die Zwischenelemente des Hängeseiles betrifft, bzw. den Einsatz einer Hängebahn, soferne es die Zwischenelemente des einzigen Stabilisierungsseiles betrifft. Bevorzugt wird daher vorgesehen, daß die Zwischenelemente bzw. weiteren Zwischenelemente an zwei Punkten eines entsprechenden Querschnitts des Fahrbahnträgers angreifen. Dies ist besonders für Fahrbahnträger mit breitem Querschnitt vorteilhaft, wo die Zwischenelemente bzw. weiteren Zwischenelemente nahe oder an den Seiten des Fahrbahnträgers angreifen.The intermediate elements or further intermediate elements can each at the same point in the corresponding cross section of the Attack the carriageway girder. This is with roadway girders narrow cross section advantageous, but does not allow the Use of a funicular, provided that the intermediate elements of the hanging rope, or the use of a monorail, soferne it the intermediate elements of the single stabilizing rope concerns. It is therefore preferably provided that the intermediate elements or other intermediate elements at two points attack a corresponding cross-section of the carriageway girder. This is especially true for wide cross-section road girders advantageous where the intermediate elements or other intermediate elements Attack near or on the sides of the road beam.

In jedem Fall ist es besonders vorteilhaft, wenn gemäß einem weiteren Merkmal der Erfindung die Zwischenelemente bzw. weiteren Zwischenelemente gelenkig mit dem Fahrbahnträger verbunden sind, was Verwindungen verhindert.In any case, it is particularly advantageous if according to one further feature of the invention the intermediate elements or other intermediate elements articulated to the carriageway girder are what prevents twists.

Besonders vorteilhaft ist, wenn der Fahrbahnträger als Profilträger, geschweißter Träger, Rohr, Schiene od.dgl. ausgebildet ist. Die verwendeten Längsträger können durch Querträger oder Verbände miteinander verbunden sein. Diese Fahrbahnträger weisen einen im Vergleich zu Straßen- oder Eisenbahnbrücken geringen Querschnitt auf und ermöglichen daher in Kombination mit einem Hängeseil große Spannweiten.It is particularly advantageous if the carriageway girder as Profile beam, welded beam, pipe, rail or the like. educated is. The side members used can be cross-members or associations. This lane girder have a low compared to road or railway bridges Cross section and therefore enable in combination with large spans on a hanging rope.

Als Fahrbahn werden beispielsweise Schienen oder Profilträger verwendet, auf denen sich die Räder des Fahrzeuges abstützen. Die Fahrzeuge werden mittels eines oder mehrerer Seile entlang der Fahrbahn bewegt. Dabei kann sich das Fahrzeug oberhalb (Standseilbahn) oder unterhalb (Hängebahn) der Fahrbahn befinden. Der Antrieb der Fahrzeuge befindet sich außerhalb der Fahrzeuge, indem das Zugseil durch eine Antriebsstation angetrieben wird. Die Zugseile werden bei Hängebahnen vorzugsweise unterhalb des Fahrbahnträgers angeordnet, können aber auch seitlich oder oberhalb der Fahrbahn angeordnet werden. Bei Standseilbahnen, wo sich Fahrbahn und Fahrzeug oberhalb des Fahrbahnträgers befinden, werden die Zugseile zweckmäßigerweise oberhalb des Fahrbahnträgers angeordnet. For example, rails or profiled beams are used as the carriageway used on which the wheels of the vehicle are supported. The vehicles are made using one or more ropes moved along the road. The vehicle can be above (Funicular) or below (monorail) the lane are located. The drive of the vehicles is outside the Vehicles powered by the pull rope through a drive station becomes. The traction ropes are preferred for monorails arranged below the road beam, but can also be arranged to the side or above the road. At Funiculars where the lane and vehicle are above the Carrier are located, the traction cables are expedient arranged above the carriageway girder.

Der Fahrbahnträger kann so ausgebildet sein, daß dieser mehrere Fahrbahnen trägt. Dies hat den Vorteil, daß gleichzeitig Fahrzeuge in beiden Richtungen verkehren können.The carriageway girder can be designed so that it carries several lanes. This has the advantage that at the same time Vehicles can run in both directions.

Ebenfalls von Vorteil ist, wenn ein Teil des Fahrbahnträgers selbst zumindest eine Fahrbahn bildet. Beispielsweise kann als Fahrbahnträger ein I-Profilträger verwendet werden, dessen unterer Flansch als Fahrbahn für das Fahrzeug einer Hängebahn dient.It is also advantageous if part of the roadway girder itself forms at least one lane. For example an I-section girder can be used as the carriageway girder lower flange as a carriageway for the vehicle of a monorail serves.

Für die Verankerung des Hängeseiles ist vorgesehen, daß dieses an zumindest einer Stütze verankert ist, was den Vorteil der geländeunabhängigen Verankerung aufweist.For anchoring the hanging rope it is provided that this is anchored to at least one support, which is the advantage which has anchoring independent of the terrain.

Es ist jedoch auch möglich, daß das Hängeseil über zumindest eine Stütze geführt und in einer Verankerung befestigt ist. Selbstverständlich kann je nach den Gegebenheiten des Geländes das Hängeseil auch beispielsweise direkt im Berghang an einer Verankerung befestigt werden.However, it is also possible that the hanging rope over at least a prop is guided and fastened in an anchor is. Of course, depending on the conditions of the site the hanging rope, for example, directly on the mountain slope be anchored.

Ferner besteht auch die Möglichkeit, daß weitere Teilstrecken des Fahrbahnträgers auf andere Weise abgestützt werden, beispielsweise mit Schrägseilen, die in einer Verankerung, wie etwa einer Stütze, befestigt sind. Diese Art der Aufhängug eines Fahrbahnträgers eignet sich im Vergleich zur Aufhängug mittels Hängeseilen nur für geringere Stützabstände, da hier die Schrägseile direkt am Fahrbahnträger angreifen. Eine Kombination der verschiedenen Anordnungen, auch mit konventionellen Transporteinrichtungen, beispielsweise mit direkt durch Stützen abgestützten Fahrbahnträgern, kann sich je nach den Gegebenheiten des Geländes als vorteilhaft erweisen.There is also the possibility that further sections the roadway girder is supported in another way, for example with stay cables that are anchored, such as a prop. This type of suspension a roadway girder is more suitable than a suspension using hanging ropes only for shorter support distances, since here grasp the stay cables directly on the carriageway girder. A combination of the various arrangements, including conventional ones Transport devices, for example with directly through supports supported roadway girders, may vary depending on the circumstances of the site prove to be advantageous.

Die Erfindung ist in den Fig. 1 bis 7 beispielhaft und schematisch dargestellt.

  • Fig. 1 zeigt eine Ansicht einer erfindungsgemäßen Transporteinrichtung mit einem Hängeseil,
  • Fig. 2 zeigt den entsprechenden Querschnitt zu Fig. 1 für eine einfache Aufhängung des Fahrbahnträgers am Hängeseil,
  • Fig. 3 zeigt den entsprechenden Querschnitt zu Fig. 1 für eine zweifache Aufhängung des Fahrbahnträgers am Hängeseil,
  • Fig. 4 zeigt den entsprechenden Querschnitt zu Fig. 1 für eine zweifache Aufhängung des Fahrbahnträgers mit zwei auf dem Fahrbahnträger befestigten Fahrbahnen,
  • Fig. 5 zeigt eine Ansicht einer erfindungsgemäßen Transporteinrichtung mit einer überhöhten Fahrbahn,
  • Fig. 6 zeigt eine Draufsicht auf eine Transporteinrichtung mit Stabilisierungsseilen und
  • Fig. 7 zeigt den entsprechenden Querschnitt zu Fig. 6.
    • The invention is shown by way of example and schematically in FIGS. 1 to 7.
  • 1 shows a view of a transport device according to the invention with a hanging rope,
  • FIG. 2 shows the corresponding cross section to FIG. 1 for a simple suspension of the carriageway girder on the hanging rope,
  • 3 shows the corresponding cross section to FIG. 1 for a double suspension of the carriageway girder on the hanging rope,
  • 4 shows the corresponding cross section to FIG. 1 for a double suspension of the carriageway girder with two carriageways fastened to the carriageway girder,
  • 5 shows a view of a transport device according to the invention with an elevated carriageway,
  • Fig. 6 shows a plan view of a transport device with stabilizing ropes and
  • FIG. 7 shows the corresponding cross section to FIG. 6.

    • In Fig. 1 ist ein Fahrbahnträger 3 gezeigt, der über als Verbindungsseile 4 ausgebildete Zwischenelemente, die in bestimmten Abständen angeordnet sind, mit dem Hängeseil 1 verbunden ist. Das Hängeseil 1 wird an Stützen 2 verankert oder über diese zu Verankerungen weitergeführt und hängt zwischen den Stützen 2 entsprechend durch. Der Fahrbahnträger 3 und damit die Fahrbahn ist hier annähernd eben ausgebildet. Diese kann jedoch auch mit einer geringen Steigung ausgebildet werden. In Feldmitte zwischen zwei Stützen 2 des Hängeseiles 1 kann der Fahrbahnträger 3 auch direkt ohne Verbindungsseile 4 an das Hängeseil 1 befestigt werden. Das Fahrzeug 5 wird durch das Zugseil 6 entlang der Fahrbahn des Fahrbahnträgers 3 bewegt.In Fig. 1, a road beam 3 is shown, the as Connecting cables 4 formed intermediate elements, which in certain Distances are arranged, connected to the hanging rope 1 is. The hanging rope 1 is anchored to supports 2 or over this continued to anchorages and hangs between the Support 2 accordingly. The carriageway girder 3 and thus the roadway is approximately flat here. This can however, also be formed with a slight slope. In Middle of the field between two supports 2 of the hanging rope 1 can Lane carrier 3 also directly without connecting cables 4 to the Hanging rope 1 can be attached. The vehicle 5 is by the Traction rope 6 moves along the carriageway of the carriageway girder 3.

    Fig. 2 zeigt einen Fahrbahnträger 3 in Form eines I-Profilträgers, der gleichzeitig als Fahrbahn für das vom Seil 6 gezogene Fahrzeug 5 dient. Die Verbindungsseile 4 greifen hier jeweils nur an einem Punkt des Querschnittes des Fahrbahnträgers 3 an.Fig. 2 shows a roadway beam 3 in the form of a I-beam, which also serves as a lane for the rope 6 towed vehicle 5 is used. The connecting ropes 4 grip here only at one point of the cross-section of the carriageway girder 3 on.

    In Fig. 3 ist ein Fahrbahnträger 3 dargestellt, der als Fahrbahn zwei I-Profilträger 9 aufweist. Das Fahrzeug 5 bewegt sich mit Hilfe des Seiles 6 über sein Fahrwerk längs der Fahrbahn fort. Hier greifen zwei Verbindungsseile 4 jeweils nahe den seitlichen Enden des Querschnittes des Fahrbahnträgers 3 symmetrisch zur strichliert dargestellten Längsmittelebene an. Diese Anordnung eignet sich auch für Standseilbahnen.In Fig. 3, a road beam 3 is shown, which as Lane has two I-section beams 9. The vehicle 5 is moving with the help of the rope 6 over his chassis along the road away. Here two connecting ropes 4 each close the lateral ends of the cross section of the carriageway girder 3 symmetrical to the longitudinal median plane shown in dashed lines. This arrangement is also suitable for funiculars.

    In Fig. 4 ist ein Fahrbahnträger 3 dargestellt, der als Fahrbahn drei I-Profilträger 9 aufweist, so daß zwei Fahrzeuge 5 gleichzeitig den Fahrbahnträger 3 befahren können. Auch hier greifen zwei Verbindungsseile 4 jeweils nahe den seitlichen Enden des Querschnittes des Fahrbahnträgers 3 symmetrisch zur strichliert dargestellten Längsmittelebene an.In Fig. 4, a road beam 3 is shown, which as Lane has three I-beam 9, so that two vehicles 5 can simultaneously drive onto the carriageway girder 3. Here too grip two connecting cables 4 each near the lateral ends of the cross section of the carriageway girder 3 symmetrical to Longitudinal median plane shown in dashed lines.

    Fig. 5 zeigt eine Ansicht einer erfindungsgemäßen Aufhängung, bei der der Fahrbahnträger 3 von der Waagrechten 10 abweichend überhöht ausgeführt ist und somit eine geringe Steigung bzw. ein geringes Gefälle aufweist. Damit wird einerseits eine bessere Stabilität erreicht und anderseits wird für die Fahrzeuge eine annähernd ebene Durchfahrt durch das Feld erzielt. Der Fahrbahnträger 3 ist in der Feldmitte direkt und links und rechts davon mittels Verbindungsseilen 4 am Hängeseil 1 befestigt, wobei das Hängeseil an oder über Stützen 2 verankert ist.5 shows a view of a suspension according to the invention, in which the carriageway girder 3 deviates from the horizontal 10 is too high and therefore a slight incline or has a slight gradient. On the one hand better stability is achieved and on the other hand for the Vehicles achieved an almost flat passage through the field. The carriageway girder 3 is direct and in the middle of the field left and right of it using connecting ropes 4 on the hanging rope 1 attached, with the hanging rope anchored to or above supports 2 is.

    Zur besseren Windstabilität können, wie in Fig. 6 dargestellt, gekrümmte Stabilisierungsseile 7, 7' angeordnet werden, welche über Zwischenelemente 8, 8' mit dem Fahrbahnträger 3 verbunden und an den oder über die Stützen 2 verankert sind.For better wind stability, as shown in Fig. 6, curved stabilizing cables 7, 7 'are arranged, which via intermediate elements 8, 8 'with the carriageway girder 3 connected and anchored to or via the supports 2.

    Fig. 7 zeigt einen möglichen Querschnitt zu Fig. 6. Das Hängeseil 1 trägt über die Verbindungsseile 4, die nahe den beiden Seiten des Fahrbahnträgers 3 angreifen, den Fahrbahnträger 3, an dem drei Profilträger 9 angebracht sind, die zwei Fahrbahnen analog zu Fig. 4 bilden. Zwei Stabilisierungsseile 7, 7' sind seitlich etwas unterhalb des Fahrbahnträgers 3 angeordnet und mittels Verbindungsseilen 8, 8' mit dem Fahrbahnträger 3 verbunden. Durch die Spannung der Stabilisierungsseile 7, 7', die symmetrisch zur strichliert dargestellten Längsmittelebene angeordnet sind, wird die Lage des Fahrbahnträgers 3 bei Wind, insbesondere Seitenwind, stabilisiert.Fig. 7 shows a possible cross section to Fig. 6. Das Hanging rope 1 carries over the connecting ropes 4, which are close to the attack both sides of the carriageway girder 3, the carriageway girder 3, on which three profile beams 9 are attached, the two Form lanes analogous to FIG. 4. Two stabilizing ropes 7, 7 'are arranged laterally slightly below the carriageway girder 3 and by means of connecting cables 8, 8 'to the carriageway girder 3 connected. Due to the tension of the stabilizing ropes 7, 7 ', the symmetrical to the longitudinal median plane shown in dashed lines are arranged, the position of the carriageway girder 3 at Wind, especially cross wind, stabilized.

    Claims (8)

    Transporteinrichtung für seilgezogene Fahrzeuge, mit einem Fahrbahnträger (3) für den Transport der Fahrzeuge (5), umfassend einen oder mehrere Längsabschnitte, und zumindest einem Hängeseil (1), das in Längsrichtung des Fahrbahnträgers (3) verläuft, wobei zumindest ein Längsabschnitt des Fahrbahnträgers (3) direkt oder über Zwischenelemente (4) am Hängeseil (1) aufgehängt ist,    gekennzeichnet durch zumindest ein Stabilisierungsseil (7, 7'), das im wesentlichen seitlich oder unterhalb des Querschnitts des Fahrbahnträgers (3) verläuft,
       wobei zumindest ein Längsabschnitt des Fahrbahnträgers (3) direkt oder über weitere Zwischenelemente (8, 8') mit dem bzw. den Stabilisierungsseil(en) (7, 7') verbunden ist.    Transport device for cable-pulled vehicles, with a roadway support (3) for the transport of the vehicles (5), comprising one or more longitudinal sections, and at least one hanging rope (1) which runs in the longitudinal direction of the carriageway girder (3), wherein at least one longitudinal section of the carriageway girder (3) is suspended on the hanging rope (1) directly or via intermediate elements (4), characterized by at least one stabilizing rope (7, 7 ') which runs essentially to the side or below the cross-section of the carriageway girder (3),
    at least one longitudinal section of the carriageway girder (3) being connected directly or via further intermediate elements (8, 8 ') to the stabilizing cable (s) (7, 7').         Transporteinrichtung nach Anspruch 1, dadurch gekennzeichnet, daß ein Stabilisierungsseil vorgesehen ist, das unterhalb des Fahrbahnträgers (3) in einer von Fahrbahnträger (3) und Hängeseil (1) gebildeten Ebene verläuft.Transport device according to claim 1, characterized in that a stabilizing rope is provided below of the carriageway girder (3) in one of the carriageway girder (3) and hanging rope (1) formed level. Transporteinrichtung nach Anspruch 1, dadurch gekennzeichnet, daß zwei Stabilisierungsseile (8, 8') vorgesehen sind, die beidseits einer von Fahrbahnträger (3) und Hängeseil (1) gebildeten Ebene verlaufen, bevorzugt symmetrisch zu dieser.Transport device according to claim 1, characterized in that two stabilizing ropes (8, 8 ') are provided are on both sides one of the carriageway girder (3) and hanging rope (1) formed plane, preferably symmetrical to this. Transporteinrichtung nach Anspruch 3, dadurch gekennzeichnet, daß die beiden Stabilisierungsseile (8, 8') untereinander über noch weitere Zwischenelemente verbunden sind.Transport device according to claim 3, characterized in that the two stabilizing ropes (8, 8 ') with each other are connected via further intermediate elements. Transporteinrichtung nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß die Zwischenelemente (4) bzw. weiteren Zwischenelemente (8, 8') Seile oder Zugstäbe sind.Transport device according to one of claims 1 to 4, characterized in that the intermediate elements (4) or further intermediate elements (8, 8 ') are ropes or tension rods. Transporteinrichtung nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, daß die Zwischenelemente (4) bzw. weiteren Zwischenelemente (8, 8') an zwei Punkten eines entsprechenden Querschnitts des Fahrbahnträgers (3) angreifen.Transport device according to one of claims 1 to 5, characterized in that the intermediate elements (4) or further intermediate elements (8, 8 ') at two points of a corresponding one Attack the cross-section of the carriageway girder (3). Transporteinrichtung nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß die Zwischenelemente (4) bzw. weiteren Zwischenelemente (8, 8') gelenkig mit dem Fahrbahnträger (3) verbunden sind. Transport device according to one of claims 1 to 6, characterized in that the intermediate elements (4) or further intermediate elements (8, 8 ') articulated with the carriageway girder (3) are connected. Transporteinrichtung nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, daß der Fahrbahnträger (3) als Profilträger, geschweißter Träger, Rohr, Schiene od.dgl. ausgebildet ist.Transport device according to one of claims 1 to 7, characterized in that the carriageway girder (3) acts as a girder, welded beam, pipe, rail or the like educated is.
    EP00890080A 1999-03-15 2000-03-15 Transport installation for vehicles pulled by a rope Expired - Lifetime EP1036720B1 (en)

    Priority Applications (1)

    Application Number Priority Date Filing Date Title
    AT00890080T ATE247570T1 (en) 1999-03-15 2000-03-15 TRANSPORT DEVICE FOR CABLE-DRAWN VEHICLES

    Applications Claiming Priority (2)

    Application Number Priority Date Filing Date Title
    AT45899 1999-03-15
    AT0045899A AT409252B (en) 1999-03-15 1999-03-15 TRANSPORTATION DEVICE FOR ROPE-DRAWN VEHICLES

    Publications (3)

    Publication Number Publication Date
    EP1036720A2 true EP1036720A2 (en) 2000-09-20
    EP1036720A3 EP1036720A3 (en) 2001-08-01
    EP1036720B1 EP1036720B1 (en) 2003-08-20

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    ID=3491177

    Family Applications (1)

    Application Number Title Priority Date Filing Date
    EP00890080A Expired - Lifetime EP1036720B1 (en) 1999-03-15 2000-03-15 Transport installation for vehicles pulled by a rope

    Country Status (4)

    Country Link
    EP (1) EP1036720B1 (en)
    CN (1) CN1266791A (en)
    AT (2) AT409252B (en)
    DE (1) DE50003326D1 (en)

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    FR2957579A1 (en) * 2010-03-17 2011-09-23 Denis Creissels Consultant AERIAL URBAN TRANSPORTATION SYSTEM
    ITMI20102311A1 (en) * 2010-12-16 2012-06-17 Rolic Invest Sarl ROPE TRANSPORTATION SYSTEM

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    CN104590280A (en) * 2013-10-31 2015-05-06 戴长虹 Aerial suspension rail train traffic system
    CN109306656A (en) * 2018-11-05 2019-02-05 中国石油天然气集团公司 A kind of pipeline suspension crossing structures under wind system

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    ITMI20102311A1 (en) * 2010-12-16 2012-06-17 Rolic Invest Sarl ROPE TRANSPORTATION SYSTEM

    Also Published As

    Publication number Publication date
    DE50003326D1 (en) 2003-09-25
    EP1036720B1 (en) 2003-08-20
    EP1036720A3 (en) 2001-08-01
    ATA45899A (en) 2001-11-15
    ATE247570T1 (en) 2003-09-15
    CN1266791A (en) 2000-09-20
    AT409252B (en) 2002-07-25

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