EP1036720A2 - Transporteinrichtung für seilgezogene Fahrzeuge - Google Patents
Transporteinrichtung für seilgezogene Fahrzeuge Download PDFInfo
- 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
- Authority
- EP
- European Patent Office
- Prior art keywords
- girder
- intermediate elements
- carriageway
- rope
- transport device
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
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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 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.
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)
- Flexible Shafts (AREA)
- Unwinding Of Filamentary Materials (AREA)
- Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
- Replacing, Conveying, And Pick-Finding For Filamentary Materials (AREA)
Abstract
Description
Claims (8)
- Transporteinrichtung für seilgezogene Fahrzeuge, mit einem Fahrbahnträger (3) für den Transport der Fahrzeuge (5), umfassend einen oder mehrere Längsabschnitte, undzumindest 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,
wobei zumindest ein Längsabschnitt des Fahrbahnträgers (3) direkt oder über weitere Zwischenelemente (8, 8') mit dem bzw. den Stabilisierungsseil(en) (7, 7') verbunden ist. - 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.
- 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.
- Transporteinrichtung nach Anspruch 3, dadurch gekennzeichnet, daß die beiden Stabilisierungsseile (8, 8') untereinander über noch weitere Zwischenelemente verbunden sind.
- Transporteinrichtung nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß die Zwischenelemente (4) bzw. weiteren Zwischenelemente (8, 8') Seile oder Zugstäbe sind.
- 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.
- 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.
- Transporteinrichtung nach einem der Ansprüche 1 bis 7, 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 true EP1036720A2 (de) | 2000-09-20 |
EP1036720A3 EP1036720A3 (de) | 2001-08-01 |
EP1036720B1 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) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101935978A (zh) * | 2010-08-16 | 2011-01-05 | 同济大学 | 索轨高架及其专用轨道行车 |
FR2957579A1 (fr) * | 2010-03-17 | 2011-09-23 | Denis Creissels Consultant | Installation aerienne de transport urbain |
ITMI20102311A1 (it) * | 2010-12-16 | 2012-06-17 | Rolic Invest Sarl | Impianto di trasporto a fune |
Families Citing this family (7)
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*** |
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*** |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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 |
Family Cites Families (8)
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 |
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 AT AT00890080T patent/ATE247570T1/de active
- 2000-03-15 DE DE50003326T patent/DE50003326D1/de not_active Expired - Lifetime
- 2000-03-15 EP EP00890080A patent/EP1036720B1/de not_active Expired - Lifetime
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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 |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2957579A1 (fr) * | 2010-03-17 | 2011-09-23 | Denis Creissels Consultant | Installation aerienne de transport urbain |
WO2011114023A3 (fr) * | 2010-03-17 | 2011-11-10 | Creissels Technologies | Installation aérienne de transport urbain, de type à câbles porteurs et tracteur |
CN101935978A (zh) * | 2010-08-16 | 2011-01-05 | 同济大学 | 索轨高架及其专用轨道行车 |
CN101935978B (zh) * | 2010-08-16 | 2013-02-13 | 同济大学 | 索轨高架及其专用轨道行车 |
ITMI20102311A1 (it) * | 2010-12-16 | 2012-06-17 | Rolic Invest Sarl | Impianto di trasporto a fune |
Also Published As
Publication number | Publication date |
---|---|
CN1266791A (zh) | 2000-09-20 |
ATA45899A (de) | 2001-11-15 |
ATE247570T1 (de) | 2003-09-15 |
EP1036720B1 (de) | 2003-08-20 |
EP1036720A3 (de) | 2001-08-01 |
AT409252B (de) | 2002-07-25 |
DE50003326D1 (de) | 2003-09-25 |
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