EP1036720B1 - Transport installation for vehicles pulled by a rope - Google Patents
Transport installation for vehicles pulled by a rope Download PDFInfo
- Publication number
- EP1036720B1 EP1036720B1 EP00890080A EP00890080A EP1036720B1 EP 1036720 B1 EP1036720 B1 EP 1036720B1 EP 00890080 A EP00890080 A EP 00890080A EP 00890080 A EP00890080 A EP 00890080A EP 1036720 B1 EP1036720 B1 EP 1036720B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- rope
- roadway
- carrier
- section
- girder
- 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
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Classifications
-
- 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-drawn vehicles, comprising a roadway carrier for the transport of the vehicles, comprising one or more longitudinal sections, and at least one suspension rope that runs in the longitudinal direction of the roadway carrier, wherein at least one longitudinal portion of the roadway carrier is suspended directly or via intermediate elements on the suspension rope.
- Such transport facilities are for example off WO 99/32727, which represents state of the art according to Art. 54 (3) EPC No. 5,513,408, CH 673 015, DE 43 10 904 or FR 2 658 469.
- the suspension of the roadway carrier on a separate suspension rope allows large Spans at small roadway cross-sections.
- the invention has for its object to provide a transport device for cable-drawn vehicles, which has a low susceptibility to crosswinds.
- This object is achieved with a transport device of the aforementioned type, which is characterized according to the invention thereby, that at least one traction cable is provided for driving the vehicles, which runs above, laterally or below the roadway carrier, and two stabilizing cables are provided, which run on both sides, preferably symmetrically, a plane formed by the roadway girder and suspended rope and below the cross section of the roadway girder, wherein at least one longitudinal section of the roadway carrier is connected to the stabilizing cable (s) via further intermediate elements, which intermediate elements are each formed by a rope or a pull rod.
- stabilizing cables for Roadway carrier in the field of suspension bridges are known (e.g., U.S. 3,541,964), but only along the side of the deck.
- the two stabilizing cables with each other via even more intermediate elements are connected.
- the intermediate elements or further intermediate elements can each at the same point of the corresponding cross section of Attack the roadway carrier. This is with roadway carriers with narrow cross section advantageous, but does not allow the Use of a funicular, if the intermediate elements the hanging rope is concerned, or the use of a monorail, phobiae it the intermediate elements of the single stabilization rope concerns. It is therefore preferably provided that the intermediate elements or further intermediate elements at two points attack a corresponding cross section of the roadway carrier. This is especially for roadway beams with a wide cross-section advantageous, where the intermediate elements or further intermediate elements attack near or on the sides of the roadway carrier.
- the intermediate elements or further intermediate elements hingedly connected to the roadway carrier are what prevents twisting.
- the longitudinal members used can by cross member or associations.
- This roadway carrier have a low compared to road or rail bridges Cross-section and therefore allow. In combination with a hanging rope large spans.
- a roadway for example, rails or profile beam used, on which the wheels of the vehicle are supported.
- the vehicles are made by means of one or more ropes moved along the roadway.
- the vehicle may be above (Funicular) or below (overhead railway) the road are located.
- the drive of the vehicles is outside the Vehicles by the traction cable driven by a drive station becomes.
- the traction cables are preferably used in monorail conveyors but also can be arranged below the roadway carrier be arranged laterally or above the roadway. at Funiculars, where the road and the vehicle above the Fahrbahnmons are, the traction cables are expediently arranged above the roadway carrier.
- the roadway carrier may be designed so that this carries several lanes. This has the advantage that at the same time Vehicles can operate in both directions.
- part of the carriageway itself forms at least one roadway.
- an I-profile beam whose Lower flange as a roadway for the vehicle of a monorail serves.
- suspension rope over at least led a support and secured in an anchorage is.
- the hanging rope for example, directly on the mountainside to be attached to an anchorage.
- a roadway carrier 3 is shown as above Connecting cables 4 formed intermediate elements, which in certain Are arranged at intervals, connected to the suspension rope 1 is.
- the hanging rope 1 is anchored to supports 2 or over this continues to anchorages and hangs between the Support 2 accordingly.
- the roadway carrier 3 and thus the road is almost flat here. This can However, also be formed with a low slope.
- the Roadway 3 In Midfield between two supports 2 of the hanging rope 1 can the Roadway 3 also directly without connecting cables 4 to the Hanging rope 1 are attached.
- the vehicle 5 is replaced by the Pulling cable 6 along the roadway of the roadway carrier 3 moves.
- Fig. 2 shows a carriageway carrier 3 in the form of a I-beam, at the same time as a lane for the rope 6 towed vehicle 5 is used.
- the connecting cables 4 engage Here in each case only at one point of the cross section of the roadway carrier 3 on.
- a roadway carrier 3 is shown, as Roadway has two I-profile beam 9.
- the vehicle 5 moves with the help of the rope 6 on his chassis along the road continued.
- two connecting cables 4 each close the lateral ends of the cross section of the roadway carrier. 3 symmetrical to the longitudinal center plane shown in dashed lines. This arrangement is also suitable for funicular railways.
- a roadway carrier 3 is shown, as Roadway has three I-beam 9, so that two vehicles 5 at the same time the roadway carrier 3 can drive.
- two connecting cables 4 each near the lateral ends of the cross section of the roadway carrier 3 symmetrical to dashed longitudinal median plane shown.
- Fig. 5 shows a view of a suspension in which the Roadway carrier 3 deviating from the horizontal 10 deviating is executed and thus a low slope or a low Gradient. This will on the one hand a better stability achieved and on the other hand is for the vehicles an approx even passage through the field achieved.
- the roadway carrier 3 is in the middle of the field right and left and right of it fastened by means of connecting cables 4 on the suspension rope 1, wherein the Hanging rope is anchored to or over supports 2.
- curved stabilizing cables 7, 7 ' are arranged, which via intermediate elements 8, 8 'with the roadway carrier 3 connected and anchored to or over the supports 2 are.
- Fig. 7 shows a possible cross-section to Fig. 6.
- Das Suspension rope 1 carries over the connecting cables 4, which are close to the attack both sides of the roadway carrier 3, the roadway carrier 3, are attached to the three profile carrier 9, the two Roadways analogous to Fig. 4 form.
- Two stabilization ropes 7, 7 ' are arranged laterally slightly below the roadway carrier 3 and by means of connecting cables 8, 8 'to the roadway carrier 3 connected.
- the tension of the stabilizing cables 7, 7 ' which is symmetrical to the longitudinal center plane shown in dashed lines are arranged, the position of the roadway carrier 3 at Wind, especially crosswinds, stabilized.
Landscapes
- Engineering & Computer Science (AREA)
- Transportation (AREA)
- Mechanical Engineering (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Bridges Or Land Bridges (AREA)
- Ropes Or Cables (AREA)
- Replacing, Conveying, And Pick-Finding For Filamentary Materials (AREA)
- Flexible Shafts (AREA)
- Unwinding Of Filamentary Materials (AREA)
- Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
Abstract
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-drawn vehicles, comprising a roadway carrier for the transport of the vehicles, comprising one or more longitudinal sections, and
at least one suspension rope that runs in the longitudinal direction of the roadway carrier,
wherein at least one longitudinal portion of the roadway carrier is suspended directly or via intermediate elements on the suspension rope.
Derartige Transporteinrichtungen sind beispielsweise aus
WO 99/32727, welche einen Stand der Technik nach Art 54(3) EPÜ
darstellt, der US 5 513 408, 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 facilities are for example off
WO 99/32727, which represents state of the art according to Art. 54 (3) EPC
No. 5,513,408, CH 673 015, DE 43 10 904
or
Die Erfindung setzt sich zum Ziel, eine Transporteinrichtung
für seilgezogene Fahrzeuge zu schaffen, welche eine geringe
Anfälligkeit gegenüber Seitenwind besitzt. Dieses Ziel wird
mit einer Transporteinrichtung der einleitend genannten Art erreicht,
die sich gemäß der Erfindung dadurch auszeichnet,
daß zumindest ein Zugseil für den Antrieb der Fahrzeuge
vorgesehen ist, welches ober-, seitlich oder unterhalb des
Fahrbahnträgers verläuft, und
daß zwei Stabilisierungsseile vorgesehen sind, die beidseits,
bevorzugt symmetrisch, einer von Fahrbahnträger und Hängeseil
gebildeten Ebene und unterhalb des Querschnitts des
Fahrbahnträgers verlaufen,
wobei zumindest ein Längsabschnitt des Fahrbahnträgers
über weitere Zwischenelemente mit den Stabilisierungsseil(en)
verbunden ist,
welche Zwischenelemente jeweils durch ein Seil oder einen
Zugstab gebildet sind.The invention has for its object to provide a transport device for cable-drawn vehicles, which has a low susceptibility to crosswinds. This object is achieved with a transport device of the aforementioned type, which is characterized according to the invention thereby,
that at least one traction cable is provided for driving the vehicles, which runs above, laterally or below the roadway carrier, and
two stabilizing cables are provided, which run on both sides, preferably symmetrically, a plane formed by the roadway girder and suspended rope and below the cross section of the roadway girder,
wherein at least one longitudinal section of the roadway carrier is connected to the stabilizing cable (s) via further intermediate elements,
which intermediate elements are each formed by a rope or a pull rod.
Auf diese Weise wird eine ausgezeichnete Stabilisierung der Transporteinrichtung erreicht, was insbesondere die Seitenwindanfälligkeit verringert.In this way, an excellent stabilization reaches the transport device, which in particular the side wind susceptibility reduced.
An dieser Stelle sei erwähnt, daß Stabilisierungsseile für Fahrbahnträger auf dem Gebiet der Hängebrücken bekannt sind (z.B. US 3 541 964), jedoch dort nur seitlich neben dem Fahrbahnträger.At this point it should be mentioned that stabilizing cables for Roadway carrier in the field of suspension bridges are known (e.g., U.S. 3,541,964), but only along the side of the deck.
Bevorzugt kann vorgesehen werden, daß die beiden Stabilisierungsseile untereinander über noch weitere Zwischenelemente verbunden sind.It can preferably be provided that the two stabilizing cables with each other via even more 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 of the corresponding cross section of Attack the roadway carrier. This is with roadway carriers with narrow cross section advantageous, but does not allow the Use of a funicular, if the intermediate elements the hanging rope is concerned, or the use of a monorail, soferne it the intermediate elements of the single stabilization rope concerns. It is therefore preferably provided that the intermediate elements or further intermediate elements at two points attack a corresponding cross section of the roadway carrier. This is especially for roadway beams with a wide cross-section advantageous, where the intermediate elements or further intermediate elements attack near or on the sides of the roadway carrier.
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 Another feature of the invention, the intermediate elements or further intermediate elements hingedly connected to the roadway carrier are what prevents twisting.
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 roadway carrier than Profile carrier, welded carrier, pipe, rail or the like. educated is. The longitudinal members used can by cross member or associations. This roadway carrier have a low compared to road or rail bridges Cross-section and therefore allow. In combination with a hanging rope large spans.
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.As a roadway, for example, rails or profile beam used, on which the wheels of the vehicle are supported. The vehicles are made by means of one or more ropes moved along the roadway. The vehicle may be above (Funicular) or below (overhead railway) the road are located. The drive of the vehicles is outside the Vehicles by the traction cable driven by a drive station becomes. The traction cables are preferably used in monorail conveyors but also can be arranged below the roadway carrier be arranged laterally or above the roadway. at Funiculars, where the road and the vehicle above the Fahrbahnträgers are, the traction cables are expediently arranged above the roadway carrier.
Der Fahrbahnträger kann so ausgebildet sein, daß dieser mehrere Fahrbahnen trägt. Dies hat den Vorteil, daß gleichzeitig Fahrzeuge in beiden Richtungen verkehren können.The roadway carrier may be designed so that this carries several lanes. This has the advantage that at the same time Vehicles can operate 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.Also beneficial is when part of the carriageway itself forms at least one roadway. For example, can be used as a roadway carrier an I-profile beam whose Lower flange as a roadway 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 the anchoring of the suspension rope is provided that this is anchored to at least one support, which is the advantage the terrain-independent anchoring has.
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 suspension rope over at least led a support and secured in an anchorage is. Of course, depending on the circumstances of the terrain the hanging rope, for example, directly on the mountainside to be attached to an anchorage.
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.Furthermore, there is also the possibility that further sections supported by the roadway carrier in a different way, For example, with stay cables suspended in an anchorage, such as a support, are attached. This type of suspension a roadway carrier is compared to Aufhängug by means of suspension ropes only for smaller support distances, since here attack the stay cables directly on the roadway carrier. A combination of different arrangements, even with conventional Transport facilities, for example with directly by supports supported road vehicles, depending on the circumstances of the terrain prove beneficial.
Die Fig. 1 bis 5 zeigen den Hintergrund der Erfindung; die
Erfindung ist in den Fig. 6 und 7 beispielhaft und schematisch
dargestellt.
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
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
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
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
Fig. 5 zeigt eine Ansicht einer 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.Fig. 5 shows a view of a suspension in which the
Zur besseren Windstabilität werden erfindungsgemäß, wie in
Fig. 6 dargestellt, gekrümmte Stabilisierungsseile 7, 7' angeordnet,
welche über Zwischenelemente 8, 8' mit dem Fahrbahnträger
3 verbunden und an den oder über die Stützen 2 verankert
sind.For better wind stability according to the invention, as in
6, curved stabilizing
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.
Claims (5)
- Transport installation for vehicles pulled by a rope, with a platform girder (3) for transporting vehicles (5), comprising one or several longitudinal sections, and at least one suspension rope (1) running in the longitudinal direction of the platform girder (3), whereby at least one longitudinal section of the platform girder (3) is suspended on the suspension rope (1) either directly or using intermediary elements (4), characterised in that at least one traction rope (6) is provided to drive the vehicles (5), and this rope runs above, to the side or below the platform girder (3), and in that two stabilising ropes (7, 7') are provided which run on both sides, preferably symmetrically, of a level formed by the platform girder (3) and suspension rope (1) and below the cross-section of the platform girder (3), whereby at least one longitudinal section of the platform girder (3) is connected to the stabilising ropes (7, 7') by means of further intermediary elements (8, 8'), which intermediary elements (8, 8') are each formed by a rope or a tensional member.
- Transport installation according to claim 1, characterised in that the two stabilising ropes (7, 7') are connected to each other by means of yet more intermediary elements.
- Transport installation according to claim 1 or 2, characterised in that the intermediary elements (4) or further intermediary elements (8, 8') are engaged at two points of a corresponding cross-section of the platform girder (3).
- Transport installation according to one of claims 1 to 3, characterised in that the intermediary elements (4) or further intermediary elements (8, 8') are hinged to the platform girder (3).
- Transport installation according to one of claims 1 to 4, characterised in that the platform girder (3) is formed as a section girder, welded girder, pipe, rail or the like.
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 EP1036720A2 (en) | 2000-09-20 |
EP1036720A3 EP1036720A3 (en) | 2001-08-01 |
EP1036720B1 true EP1036720B1 (en) | 2003-08-20 |
Family
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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ES2182687B1 (en) * | 2001-03-29 | 2004-04-01 | Domingo Bengoa Saez De Cortazar | ELEVATED TRAIN. |
CN1294043C (en) * | 2002-03-18 | 2007-01-10 | 吴文湛 | Side hang type transporting equipments |
CN100379619C (en) * | 2003-07-24 | 2008-04-09 | 于晓波 | Suspension cable traffic system |
CN100383001C (en) * | 2004-08-26 | 2008-04-23 | 杜力 | Method for producing short distance passengar service equipment |
CN101380954A (en) * | 2007-09-05 | 2009-03-11 | 李泉洞 | Suspension train traffic system with hanging rail |
FR2957579A1 (en) * | 2010-03-17 | 2011-09-23 | Denis Creissels Consultant | AERIAL URBAN TRANSPORTATION SYSTEM |
CN101935978B (en) * | 2010-08-16 | 2013-02-13 | 同济大学 | Overhead cable track and special track traveling crane thereof |
IT1403265B1 (en) * | 2010-12-16 | 2013-10-17 | Rolic Invest Sarl | ROPE TRANSPORTATION SYSTEM |
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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FR2658469A1 (en) * | 1990-02-19 | 1991-08-23 | Perrier Jean | Device for transporting pedestrians, particularly within towns |
DE4310904A1 (en) * | 1993-04-02 | 1994-10-06 | Otto Ruppmann | Monorail conveyor especially with a travel bar which is suspended from at least one carrying cable |
JPH06341110A (en) * | 1993-06-02 | 1994-12-13 | Hiroyuki Mizukami | Skeleton structure type bridge and method of installation construction thereof |
GB9726717D0 (en) * | 1997-12-18 | 1998-02-18 | Steel Construction Inst The | Improvements in and relating to suspension bridges |
-
1999
- 1999-03-15 AT AT0045899A patent/AT409252B/en not_active IP Right Cessation
- 1999-04-30 CN CN99107617A patent/CN1266791A/en active Pending
-
2000
- 2000-03-15 AT AT00890080T patent/ATE247570T1/en active
- 2000-03-15 EP EP00890080A patent/EP1036720B1/en not_active Expired - Lifetime
- 2000-03-15 DE DE50003326T patent/DE50003326D1/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
DE50003326D1 (en) | 2003-09-25 |
ATE247570T1 (en) | 2003-09-15 |
EP1036720A3 (en) | 2001-08-01 |
AT409252B (en) | 2002-07-25 |
CN1266791A (en) | 2000-09-20 |
ATA45899A (en) | 2001-11-15 |
EP1036720A2 (en) | 2000-09-20 |
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