EP1036720B1 - Transporteinrichtung für seilgezogene Fahrzeuge - Google Patents
Transporteinrichtung für seilgezogene Fahrzeuge 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
Links
Images
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)
- Ropes Or Cables (AREA)
- Bridges Or Land Bridges (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)
Description
zumindest einem Hängeseil, das in Längsrichtung des Fahrbahnträgers verläuft,
wobei zumindest ein Längsabschnitt des Fahrbahnträgers direkt oder über Zwischenelemente am Hängeseil aufgehängt ist.
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.
Claims (5)
- 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,
dadurch gekennzeichnet, daß zumindest ein Zugseil (6) für den Antrieb der Fahrzeuge (5) vorgesehen ist, welches ober-, seitlich oder unterhalb des Fahrbahnträgers (3) verläuft, und
daß zwei Stabilisierungsseile (7, 7') vorgesehen sind, die beidseits, bevorzugt symmetrisch, einer von Fahrbahnträger (3) und Hängeseil (1) gebildeten Ebene und unterhalb des Querschnitts des Fahrbahnträgers (3) verlaufen,
wobei zumindest ein Längsabschnitt des Fahrbahnträgers (3) über weitere Zwischenelemente (8, 8') mit den Stabilisierungsseilen (7, 7') verbunden ist,
welche Zwischenelemente (8, 8') jeweils durch ein Seil oder einen Zugstab gebildet sind. - Transporteinrichtung nach Anspruch 1, dadurch gekennzeichnet, daß die beiden Stabilisierungsseile (7, 7') untereinander über noch weitere Zwischenelemente verbunden sind.
- Transporteinrichtung nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß die Zwischenelemente (4) bzw. weiteren Zwischenelemente (8, 8') an zwei Punkten eines entsprechenden Querschnitts des Fahrbahnträgers (3) angreifen.
- Transporteinrichtung nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß die Zwischenelemente (4) bzw. weiteren Zwischenelemente (8, 8') gelenkig mit dem Fahrbahnträger (3) verbunden sind.
- Transporteinrichtung nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß der Fahrbahnträger (3) als Profilträger, geschweißter Träger, Rohr, Schiene od. dgl. ausgebildet ist.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT00890080T ATE247570T1 (de) | 1999-03-15 | 2000-03-15 | Transporteinrichtung für seilgezogene fahrzeuge |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT0045899A AT409252B (de) | 1999-03-15 | 1999-03-15 | Transporteinrichtung für seilgezogene fahrzeuge |
AT45899 | 1999-03-15 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1036720A2 EP1036720A2 (de) | 2000-09-20 |
EP1036720A3 EP1036720A3 (de) | 2001-08-01 |
EP1036720B1 true EP1036720B1 (de) | 2003-08-20 |
Family
ID=3491177
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP00890080A Expired - Lifetime EP1036720B1 (de) | 1999-03-15 | 2000-03-15 | Transporteinrichtung für seilgezogene Fahrzeuge |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP1036720B1 (de) |
CN (1) | CN1266791A (de) |
AT (2) | AT409252B (de) |
DE (1) | DE50003326D1 (de) |
Families Citing this family (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2182687B1 (es) * | 2001-03-29 | 2004-04-01 | Domingo Bengoa Saez De Cortazar | Tren elevado. |
CN1294043C (zh) * | 2002-03-18 | 2007-01-10 | 吴文湛 | 侧挂式运输设备 |
CN100379619C (zh) * | 2003-07-24 | 2008-04-09 | 于晓波 | 悬索交通*** |
CN100383001C (zh) * | 2004-08-26 | 2008-04-23 | 杜力 | 短途客运设施制法 |
CN101380954A (zh) * | 2007-09-05 | 2009-03-11 | 李泉洞 | 吊挂轨道悬挂列车交通*** |
FR2957579A1 (fr) * | 2010-03-17 | 2011-09-23 | Denis Creissels Consultant | Installation aerienne de transport urbain |
CN101935978B (zh) * | 2010-08-16 | 2013-02-13 | 同济大学 | 索轨高架及其专用轨道行车 |
IT1403265B1 (it) * | 2010-12-16 | 2013-10-17 | Rolic Invest Sarl | Impianto di trasporto a fune |
CN104590280A (zh) * | 2013-10-31 | 2015-05-06 | 戴长虹 | 空中悬挂轨道列车交通*** |
CN109306656A (zh) * | 2018-11-05 | 2019-02-05 | 中国石油天然气集团公司 | 一种管道悬索跨越结构抗风*** |
Family Cites Families (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH8859A (de) * | 1894-06-18 | 1895-02-15 | Brewer William John | Hängende Tragvorrichtung für Seilbahnen |
AT85039B (de) * | 1912-12-27 | 1921-08-10 | Titus Thunhart | Hängebahn. |
DE509272C (de) * | 1927-08-27 | 1930-10-07 | Arthur H Mueller Dipl Ing | Haengebahn |
US2661488A (en) * | 1951-07-27 | 1953-12-08 | Kenan Wilder | Truss bracing system for vertical stabilization of pipe line suspension bridges |
US3541964A (en) * | 1968-02-05 | 1970-11-24 | Transportation Systems Inc | Pretensioned elevated track and cable structure |
CH625290A5 (en) * | 1977-11-11 | 1981-09-15 | Rudolf Baltensperger | Track of a suspended railway with cable support |
CH673015A5 (en) * | 1986-06-18 | 1990-01-31 | Kotsu Syst Kikaku Kk | Structure of track for vehicles suspended from catenary - has rails hung from strengthening cable to exert prestress through vertical primary droppers on carrier cable |
FR2658469A1 (fr) * | 1990-02-19 | 1991-08-23 | Perrier Jean | Dispositif pour transporter des pietons en particulier a l'interieur des villes. |
DE4310904A1 (de) * | 1993-04-02 | 1994-10-06 | Otto Ruppmann | Einschienen-Hängebahn mit einem insbesondere an mindestens einem Tragseil aufgehängten Fahrbalken |
JPH06341110A (ja) * | 1993-06-02 | 1994-12-13 | Hiroyuki Mizukami | 骨格構造形式の橋及びその架設工法 |
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/de not_active IP Right Cessation
- 1999-04-30 CN CN99107617A patent/CN1266791A/zh active Pending
-
2000
- 2000-03-15 DE DE50003326T patent/DE50003326D1/de not_active Expired - Lifetime
- 2000-03-15 EP EP00890080A patent/EP1036720B1/de not_active Expired - Lifetime
- 2000-03-15 AT AT00890080T patent/ATE247570T1/de active
Also Published As
Publication number | Publication date |
---|---|
EP1036720A3 (de) | 2001-08-01 |
CN1266791A (zh) | 2000-09-20 |
AT409252B (de) | 2002-07-25 |
ATE247570T1 (de) | 2003-09-15 |
EP1036720A2 (de) | 2000-09-20 |
ATA45899A (de) | 2001-11-15 |
DE50003326D1 (de) | 2003-09-25 |
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