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EP0207887A1 - Öffentliche Transporteinrichtung welche auf einer Hängebahn rollt - Google Patents

Öffentliche Transporteinrichtung welche auf einer Hängebahn rollt Download PDF

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Publication number
EP0207887A1
EP0207887A1 EP86810209A EP86810209A EP0207887A1 EP 0207887 A1 EP0207887 A1 EP 0207887A1 EP 86810209 A EP86810209 A EP 86810209A EP 86810209 A EP86810209 A EP 86810209A EP 0207887 A1 EP0207887 A1 EP 0207887A1
Authority
EP
European Patent Office
Prior art keywords
track
cables
pylon
vertical
cable
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.)
Withdrawn
Application number
EP86810209A
Other languages
English (en)
French (fr)
Inventor
Jean Facci
Jean-Pierre Briot
Alain Grangier
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Ateliers de Constructions Mecaniques de Vevey SA
Original Assignee
Ateliers de Constructions Mecaniques de Vevey SA
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Ateliers de Constructions Mecaniques de Vevey SA filed Critical Ateliers de Constructions Mecaniques de Vevey SA
Publication of EP0207887A1 publication Critical patent/EP0207887A1/de
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00—Tracks for special kinds of railways
    • E01B25/16—Tracks for aerial rope railways with a stationary rope
    • E01B25/18—Ropes; Supports, fastening or straining means for ropes
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B61—RAILWAYS
    • B61B—RAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
    • B61B3/00—Elevated railway systems with suspended vehicles
    • B61B3/02—Elevated railway systems with suspended vehicles with self-propelled vehicles

Definitions

  • the present invention relates to an elevated transport system for passengers and goods, in which self-propelled vehicles run on an airway suspended by cables, which distinguishes it from cable cars and funiculars.
  • This system provides a solution to the most crucial problems of movement of people and goods in urban and suburban locations. These problems are essentially financial and of speed. In fact, the investments that would have to be made to achieve rapid public transport are enormous, and this is all the more so when it is envisaged to reserve a clean site for them, the only solution allowing the desired speed to be achieved without increasing road congestion. due to other road users, private vehicles and traditional public transport lines. Compared to these, the system according to the invention has appreciable advantages. Indeed, the route is done on a clean and reserved site, at a level higher than the road traffic which it does not interfere in any way and vice versa. This gives it good speed.
  • Elevated transport systems have been known for several decades already. They can be classified into three main categories.
  • first category systems the rolling of vehicles is done on rails carried by rigid sections whose section is large and which have a great inertia which opposes the bending of the track during the passage of vehicles.
  • This bending is almost zero.
  • the track is supported by a large structure comprising numerous posts, relatively close to each other or supported like a suspension bridge deck.
  • the weight of the entire line is important as is its cost of establishment.
  • the third category is that of systems which combine certain principles of the two previous types.
  • the rolling of the vehicles is done, not on the cable, but on a profile of significantly reduced section compared to the profiles of the first case. It also includes a carrying cable, pylons, connecting strands and a track.
  • the present invention relates to the second category.
  • the known installations of the last two categories have a great vertical flexibility of the track which is manifested by a very marked lowering of the latter during the passage of a vehicle especially when the latter is loaded and placed at equal distance between two consecutive pylons. .
  • This lowering is very greatly reduced, or even eliminated, when the vehicle arrives at the right of a pylon, because the track and the carrying cable are both linked to the pylon.
  • the carrying cable which is carried by pylons, draws festoons located in a vertical plane, the high points of which are on the pylons and the low points of the low point lobes of which border the rolling track.
  • the latter is connected to the carrying cable by vertical connecting strands relatively close to each other.
  • the bearing when it is unloaded, also draws festoons, inverted compared to the first, of much smaller amplitude, whose low points are located to the right of the pylons and the high points correspond to the low points of the lobes of the carrying cable .
  • each pylon exerts an upward vertical force on the carrying cable and downward on the track.
  • the presence of this vertically acting attachment point of the track to the pylon is troublesome because it introduces significant variations in vertical flexibility along the track.
  • the trajectory has high points which are very annoying for passengers and likely to oblige users to slow down the transport speed to mitigate its effects.
  • the present invention aims to achieve an overhead cable track for suspended vehicles in which the trajectory of the vehicle remains substantially straight despite the presence of pylons and provides means for achieving the goal.
  • the invention also relates to elements such as solid anchorages, vehicle service stations, changes of direction which are necessary for the realization of the transport installation.
  • the invention relates to an installation in which the connecting elements which support the track in line with the pylons and in their vicinity are provided with a spring, which increases their natural elasticity so as to tend to eliminate variations d vertical elasticity of the track along its path and where a mechanism is attached to each pylon which connects the track to it to maintain constant the distance separating the track and the pylon, however allowing longitudinal, vertical and the change in slope of the track at this location, this mechanism further comprising a stop limiting the upward displacements of the track, a stop which comes into action only in the case where the track is unloaded.
  • Figure 1 is a side view of a part of the transport installation which crosses a body of water.
  • Figure 1 shows, in profile, part of the transport installation comprising 4 pylons (5). Three of these are placed on the ground (6) by means of a support (17) anchored in the ground. The latter is placed on a raft (20) floating on a body of water (61) and moored by means of a mooring device (21).
  • a carrying cable (3) can consist of a plurality of cables and together constitute a set of cables. It is the same for the track.
  • the set of carrying cables connects the pylons (5) to each other by their apex and draws festoons (7) forming lobes (9) whose low points (8) have a horizontal pitch and whose high points (10) are located at the top of the pylons (5).
  • a second set of running cables (4) constitutes the running track (2) and substantially follows the course of the ground.
  • This set of cables (4) is connected to the set of supporting cables (3) by means of suspension elements (11) which establish a vertical connection between these two sets.
  • a connecting element (12) can connect the set of running cables (4) directly to the pylon (5).
  • Some of the connecting elements (11 and 12) which suspend the track are provided with springs (16) interposed in them. These elements are preferably located at the right of the pylons and in the vicinity thereof. The number of strands fitted with springs must be determined in each particular case according to the span between two consecutive pylons, the vertical stiffness of the track between these pylons etc.
  • FIG. 1 also shows the trace (59) of the vertical plane perpendicular to the longitudinal axis of the track and passing through the top of the pylon.
  • Figure 2 shows a vertical and cross section of the track made in line with a pylon (5) shown partially.
  • the lane is double, in the sense that it comprises two tracks located on either side of the pylon and each reserved for a direction of traffic.
  • the vehicle (1) is shown on the left-hand track, here consisting of a pair of running cables constituting the clearance (4) and a sheath covering these cables and constituting the running track itself.
  • This sheath has no direct relation to the object of the invention. It is intended to protect the cable and limit its wear caused by the bearing. It can be made of various materials, be metallic for example aluminum or synthetic material suitable for the intended use. It is essential that it be flexible so as to adapt to vertical deformations of the track following the passage of vehicles (1).
  • the sheath can be placed in sections, mounted on the cable and fixed by means not shown in the drawings, so that it can easily be replaced in the event of wear.
  • This figure also represents some elements of FIG. 1 in particular the carrying cables (3), the tracks (2), the sets of running cables (4), the high points (10) of the scallops (7) of the sets of carrier cables (3).
  • the tracks (2) are connected to the pylons by elements (12) of vertical connection, provided with springs (16) and by a mechanism (19) ensuring the horizontal connection of the track (2) with respect to the pylons (5).
  • this mechanism (19) comprises various articulated parts drawing a parallelogram one of the vertical sides of which carries the track (2).
  • stops (60) are shown. They have the effect of preventing an elevation of the track (2) when it is unloaded. Indeed, after the assembly of the complete transport line, the sets of cables (3 and 4) carrying and rolling are tensioned which also causes the tensioning of all the connecting elements (11) connecting the 2 sets of running and carrying cables. These two sets of cables form festoons, the lobes of the set of carrying cables are of large amplitude and oriented downward and those of the set of running cables are of small amplitude and oriented upward. It is therefore essential to make vertical stops for the two sets of cables (3 and 4) on each pylon. That of the carrying cable is produced by the high point (10) and that of the running cable by the stop (60) of FIG. 2.
  • Figure 3 shows a cross section of the track taken between two pylons.
  • a fitting is part of the connecting element (11) and carries the track (2). It allows the passage of the wheels in line with the connecting elements (11).
  • Figure 4 shows another embodiment of a lane for a traffic direction.
  • the track (2) consists of two tracks and the set of cables bearing (4) includes 4 cables. These two tracks are connected to each other by a cross member suspended from the set of carrying cables (3) by means of the connecting elements (11). The operation is the same as before.
  • the vehicle (1) rolls on the two tracks, which surround the connections (11, 12).
  • FIG. 5 is a diagram illustrating the behavior of the mechanism (19) of the spring (16) connecting a rolling track to a pylon.
  • the abscissa axis OF represents the vertical force exerted by a connecting element (12), the ordinate axis represents the corresponding arrows of the track (2).
  • Point A corresponds to the case where the channel is not loaded, therefore empty.
  • the length OA represents the vertical force acting in the connecting element when the track is empty and coming from the effect of the stop (60). The value of this force results from the pretensioning of all the cables; it is fixed during assembly operations.
  • the arrow at this point A is zero.
  • the tare weight of this vehicle corresponds to the force OB '.
  • the stiffness of the spring (16) is chosen so that the gravitational force due to the tare weight of the vehicle causes an arrow BB '.
  • this arrow increases since the force of gravity also increases. In this case the force is equal to OC 'and the corresponding arrow to CC'.
  • the FAC angle represents the flexibility of the link.
  • Figures 6 and 7 show 2 different forms of execution of the spring (16).
  • the first case that of a coil tension spring, the second of a series of elastic washers (16) stacked on top of each other.
  • Other embodiments are possible such as for example the use of rubber springs, etc.
  • FIGS 8 and 9 show the support (22) of the set of carrier cables (3) support which in fact constitutes the high point (10) of this set of cables.
  • the set of carrying cables has been shown as if it consisted of a single cable. But it goes without saying that the game can consist of several cables placed one next to the other and achieving the same effect.
  • this support is mounted at the top of a pylon (5). It comprises an arcuate segment in the vertical plane (23) outside of which a groove (24) is provided, groove in which the set of carrying cables (3) passes and the bottom of which constitutes the external surface (25) of the segment arched.
  • the inner surface (26) of this segment is in an arc and presses against a series of rollers (27) which carries the said segment.
  • the axes (28) of pivoting of these rollers (27) are horizontal and arranged along an arc of a circle.
  • the rollers rotate around parts secured to the end of the pylon (5).
  • the arcuate segment (23) is guided laterally by its sufaces (29) by means of guide rollers (30) which in the case of these figures are shown in conical shape. They are carried by means of a part also integral with the pylon.
  • These Figures 8 and 9 show that the segment (23) which is fixed to the top of a pylon can pivot about a horizontal axis perpendicular to the longitudinal plane of the line and located in the plane (59). It is driven by any possible longitudinal displacement of the carrying cable (3).
  • the arcuate segment is represented in the form of a semicircle.
  • the surface (26) is, as well as the geometric location of the axes of rotation (28) of the rollers, in an arc (27).
  • the outer surface (25) can be different.
  • the set of carrying cables (3) can move longitudinally relative to each pylon, it exerts on it only a vertical thrust whatever the tensile force of the carrying cables, provided that the angles formed between the two strands of a carrying cable leaving a pylon and the vertical axis thereof are equal, which is the case most generally.
  • the strand of cable corresponding to the arrival lowers slightly while the other rises. There thus appears a difference between these angles, a difference which however remains small. It must be taken into consideration for the study of each pylon.
  • Figures 10, 11, 12 relate to each end of the transport line. In these places, it is necessary to strongly attach the cables to the ground and anchor them to a solid block.
  • the ends of the sets of carrying cables (2) and of rolling (4) are represented by the sections (14 and 15). They are fixed to the anchoring installation (13), by elements (32) comprising plates and clamping bolts, according to well known constructions.
  • the anchor block (13) comprises two anchor beams (33). It corresponds to a transport installation comprising two parallel traffic lanes, an arrangement similar to that of FIG. 2. Each of these beams is arranged in the extension of the longitudinal axis (35) of each of the lanes.
  • the anchoring beams (33) are integral with the block (13) by one of their ends (36) while the other ends (37) are arranged in cantilever, in the direction of the track corresponding and made up of a double T-shaped profile comprising a vertical core (38) and two flanges, an upper (39) and a lower (40).
  • the track (4) is represented by a single cable, either according to a construction similar to that of FIG. 3.
  • the longitudinal axes the anchoring beams (33) are represented. in (34). They extend to the left by a constuction drawn in broken lines. These extensions are the start of a possible connection of the transmission line to a vehicle garage facility in order to store and maintain them.
  • the cable sets (3 and 4) must be tensioned initially. For this purpose, once the assembly operations proper of the line are completed, a special tool, not shown in the drawings, makes it possible to exert on each cable, one after the other or simultaneously, a traction in order to give it the desired initial tension either to put the entire line in the desired prestressing state.
  • FIG. 11 is a cross section of an anchor beam (33); or of FIG. 10.
  • the traffic lane (2) comprises two tracks arranged on either side of the core (38) fixed on the upper surface of the lower flange (40) of this profile.
  • the track (4) comprises two tracks. This variant is comparable to that shown in Figure 4.
  • FIG. 12 shows, in profile and in more detail, the cantilever end of the anchor beam (33), as well as the transition piece 63.
  • the upper flange (39) of the beam anchor (33) has been extended at (57) in the direction of the cable way. At the end of this extension, a damper (58) is mounted between this profile and the running cable (4).
  • This shock absorber acts on the track and slows down movements which occur each time a vehicle passes from the track to that located on the solid mass. anchoring (13) and vice versa. Admittedly, given the differences in vertical stiffness between the cabled track and that located on this premise, the passage from one to the other must be done at reduced speed in order to limit the vertical jolts of the vehicles.
  • the presence of the shock absorber (58) increases the stiffness of the track where it is fixed. It has the effect of spreading along the track, over a greater length, the variations in vertical elasticity. In this figure, only one shock absorber (58) has been shown.
  • the extension (57) could have been larger and that the installation comprises several dampers (58) arranged in parallel.
  • the axis of the damper shown in this figure 12 is vertical.
  • the dampers being able, as the case may be, to be arranged along an inclined axis.
  • FIG. 13 and 14 show, the first in longitudinal view, the second in transverse view, a vehicle service station.
  • This station is carried by a support structure (46) supporting a platform (45) reserved for transport users as well as a station beam (41) disposed above.
  • the station has been represented as if it were arranged, substantially in the middle, between two pylons consec cutives. It goes without saying that the same station may as well be located at the right of a pylon or occupy any space between two pylons.
  • FIG. 14 indicates that the station serves a transport line comprising two parallel traffic lanes each comprising a station beam (41). This is fixed to the support structure (46) by means of elastic connecting elements (47) placed in the vicinity of each end of each station beam (41).
  • This consists of a double T profile, comprising a core (42), an upper sole (43) and a lower sole (44).
  • the station is in the middle between two pylons, the lobes of the sets of carrying cables (3) are close to the set of running cables (4).
  • the set of carrier cables (3) is fixed above the upper sole (43) while the set of bearing cables is fixed to the lower sole (44).
  • the track (2) has two tracks. Its arrangement is similar to that of FIG. 4.
  • the station beam is linked to the solid mass by means of elastic elements (42) which gives it as vertical elasticity as possible.
  • the ends of the station beams (41) can be formed like those of the anchor beams (33) and include extensions (57) fitted with shock absorbers (58) fulfilling the same function as that described with reference to FIG. 12.
  • Figures 15 to 19 all relate to a curve modifying the direction of the track. Two variant embodiments are shown.
  • Figures 15 and 16 relate to a curve arranged between two pylons and comprising an elastic track maintenance mechanism.
  • This curve is produced using a curved beam (48) consisting of a double T profile arched in the horizontal plane according to the desired radius.
  • This beam comprises a core (50), an upper sole (51), and a lower sole (52), a longitudinal axis (49).
  • the track comprises 2 tracks as shown in FIG. 4.
  • the set of bearing cable (4) is symmetrically fixed to the lower sole while the carrier cable (3) is to the upper sole. These fixings are rigid; the carrier (3) and rolling (4) cables have the same curvature as the beam (48).
  • a mechanism (55) constituting an articulated parallelogram is carried by a support structure (53).
  • the curved beam (48) Because of the traction which exists in the sets of carrying cables (3) and of rolling (4), of the slope of these cables at the ends of the curved beam 48, slope which is determined by the shape of the scallops of these cables, of the centrifugal force exerted by the supporting structure (53), the curved beam (48) is in equilibrium. Its parallelogram suspension (55) leaves a very significant degree of vertical freedom at the midpoint of the beam.
  • the parallelogram (55) is produced in such a way that the beam (48) can be moved vertically parallel to itself and that it can also pivot around a horizontal axis, pivoting giving a slope to the beam (48). Its vertical displacement and its longitudinal slope depend on the load and the position of the vehicle along the curved beam. The vertical elasticity of the line is thus preserved.
  • the speed of movement of the vehicle must not be reduced due to a variation in vertical elasticity of the track. If it has to be, it is for reasons of safety and comfort in curves as in the case of rail transport.
  • the variant shown in Figures 17, 18 and 19 also includes a support structure (53) which here is produced in the form of two gantries located in the vicinity of the ends of the curved beam (48). The latter is fixed by means of carrying arms (64) rigidly fixed to the curved beam and linked to the carrying structure (53) by means of elastic elements (54).
  • This installation also comprises a radial stop (65) which acts on the beam in the horizontal plane and absorbs the centripetal force exerted by the set of running cables (4).
  • This embodiment of a track portion is similar to that of FIG. 13 representing a station. It can be placed along the track, preferably in areas close to a pylon or where the carrying cable (3) is clearly above the set of running cable (4).
  • the vertical elasticity of the track is significantly reduced. It follows that the crossing of this curve, the radius of which may be much smaller than in the previous case, must be done at a significantly lower speed.
  • the fixing of the track to the pylons according to the variant shown in FIG. 2 can be completed by the addition of a metal profile, fixed on the one hand along the track and on the other hand to the pylons ( 5) through the mechanism (19), which has the effect of increasing the stiffness of the track.
  • This profile (56) not shown in the drawings, is of the same type as the profiles (33; 41; and 48) but its section can be much smaller. Its presence makes it possible to spread over a greater length the effect on the track of the points of attachment thereof to the pylons.
  • the station beams (41), curved (48) and the profile (56) for increasing the stiffness of the track can be formed and equipped with one or more shock absorbers as is the case with the anchoring beam. (33).

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Transportation (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Superconductors And Manufacturing Methods Therefor (AREA)
  • Control Of Vehicles With Linear Motors And Vehicles That Are Magnetically Levitated (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Medical Preparation Storing Or Oral Administration Devices (AREA)
EP86810209A 1985-06-27 1986-05-07 Öffentliche Transporteinrichtung welche auf einer Hängebahn rollt Withdrawn EP0207887A1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH2725/85 1985-06-27
CH272585 1985-06-27

Publications (1)

Publication Number Publication Date
EP0207887A1 true EP0207887A1 (de) 1987-01-07

Family

ID=4240203

Family Applications (1)

Application Number Title Priority Date Filing Date
EP86810209A Withdrawn EP0207887A1 (de) 1985-06-27 1986-05-07 Öffentliche Transporteinrichtung welche auf einer Hängebahn rollt

Country Status (11)

Country Link
EP (1) EP0207887A1 (de)
JP (1) JPS621901A (de)
KR (1) KR870000201A (de)
CN (1) CN86104381A (de)
AU (1) AU5927586A (de)
BR (1) BR8602969A (de)
CA (1) CA1275961C (de)
ES (1) ES8802001A1 (de)
GR (1) GR861635B (de)
NO (1) NO862547L (de)
ZA (1) ZA864005B (de)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2767295A1 (fr) 1997-08-14 1999-02-19 Jean Bard Procede et installation de transport du type a cable aerien
WO1999029960A1 (en) * 1997-12-05 1999-06-17 Aerobus International, Inc. Elevated cableway system
US6065405A (en) * 1995-08-02 2000-05-23 Aerobus International, Inc. Elevated cableway system
US6070533A (en) * 1995-08-02 2000-06-06 Pugin; Andre O. Elevated cableway system
US6167812B1 (en) 1995-08-02 2001-01-02 Aerobus International Inc. Elevated cableway system
AU750794B2 (en) * 1997-12-05 2002-07-25 Aerobus International, Inc. A force equalizing assembly for use in an elevated cableway system
CN102490726A (zh) * 2011-12-12 2012-06-13 湖南湖大三佳车辆技术装备有限公司 一种缆车系统
CN103144639A (zh) * 2011-12-06 2013-06-12 延乃范 连续大跨度拱架多级斜拉空中电气化铁道
CN103264702A (zh) * 2013-05-20 2013-08-28 任海 一种空中轨道交通运输系统网络的构成方法

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JPH01164117U (de) * 1988-05-06 1989-11-16
CN100386226C (zh) * 2000-06-23 2008-05-07 任海 纵向中间吊拉双钢缆上的自行缆车悬挂行走系统
DE10051513A1 (de) * 2000-10-17 2002-04-25 Aloys Wobben Windpark
DE10206495A1 (de) * 2002-02-16 2003-09-04 Aloys Wobben Windpark
CN100379619C (zh) * 2003-07-24 2008-04-09 于晓波 悬索交通系统
CN102582631B (zh) * 2012-02-20 2014-08-06 中国十七冶集团有限公司 一种两条及以上临时索道快速运输方法
CN107060390B (zh) * 2017-05-22 2023-04-11 广东飞铁交通有限公司 一种轨道车辆停靠站
CN107139935B (zh) * 2017-05-22 2023-04-07 广东飞铁交通有限公司 一种轨道交通系统
EA037218B1 (ru) * 2019-01-04 2021-02-20 Анатолий Эдуардович Юницкий Струнная транспортная система юницкого
CN113830111B (zh) * 2021-10-30 2022-08-02 浙江天弘机器人科技有限公司 一种输电线路建设用低碳索道及其工作方法

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DE109332C (de) *
US1491671A (en) * 1922-02-07 1924-04-22 Cheneau Louis Joseph Baptiste Aerial railway
FR1017366A (fr) * 1949-05-11 1952-12-09 Dispositif de guidage de câble applicable spécialement à des installations téléfériques ayant un tracé comportant des courbes quelconques
FR2109977A5 (de) * 1970-10-13 1972-05-26 Muller Gerhard

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE109332C (de) *
US1491671A (en) * 1922-02-07 1924-04-22 Cheneau Louis Joseph Baptiste Aerial railway
FR1017366A (fr) * 1949-05-11 1952-12-09 Dispositif de guidage de câble applicable spécialement à des installations téléfériques ayant un tracé comportant des courbes quelconques
FR2109977A5 (de) * 1970-10-13 1972-05-26 Muller Gerhard

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6167812B1 (en) 1995-08-02 2001-01-02 Aerobus International Inc. Elevated cableway system
US6065405A (en) * 1995-08-02 2000-05-23 Aerobus International, Inc. Elevated cableway system
US6070533A (en) * 1995-08-02 2000-06-06 Pugin; Andre O. Elevated cableway system
WO1999008917A1 (fr) 1997-08-14 1999-02-25 Jean Bard Procede et installation de transport du type a cable aerien
FR2767295A1 (fr) 1997-08-14 1999-02-19 Jean Bard Procede et installation de transport du type a cable aerien
AU750771B2 (en) * 1997-12-05 2002-07-25 Aerobus International, Inc. A system for transmitting vertical loads in an elevated cableway system
AU734946B2 (en) * 1997-12-05 2001-06-28 Aerobus International, Inc. Elevated cableway system
AU750794B2 (en) * 1997-12-05 2002-07-25 Aerobus International, Inc. A force equalizing assembly for use in an elevated cableway system
WO1999029960A1 (en) * 1997-12-05 1999-06-17 Aerobus International, Inc. Elevated cableway system
CN1103395C (zh) * 1997-12-05 2003-03-19 空中客车国际公司 高架索道系统
AU734946C (en) * 1997-12-05 2004-03-25 Aerobus International, Inc. Elevated cableway system
AU750794C (en) * 1997-12-05 2004-03-25 Aerobus International, Inc. A force equalizing assembly for use in an elevated cableway system
AU750771C (en) * 1997-12-05 2004-03-25 Aerobus International, Inc. A system for transmitting vertical loads in an elevated cableway system
CN103144639A (zh) * 2011-12-06 2013-06-12 延乃范 连续大跨度拱架多级斜拉空中电气化铁道
CN103144639B (zh) * 2011-12-06 2017-02-08 延乃范 连续大跨度拱架多级斜拉空中电气化铁道
CN102490726A (zh) * 2011-12-12 2012-06-13 湖南湖大三佳车辆技术装备有限公司 一种缆车系统
CN103264702A (zh) * 2013-05-20 2013-08-28 任海 一种空中轨道交通运输系统网络的构成方法

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CA1275961C (fr) 1990-11-06
AU5927586A (en) 1987-01-08
JPS621901A (ja) 1987-01-07
GR861635B (en) 1986-10-30
NO862547D0 (no) 1986-06-25
KR870000201A (ko) 1987-02-17
NO862547L (no) 1986-12-29
CN86104381A (zh) 1986-12-24
ES555251A0 (es) 1987-03-01
ZA864005B (en) 1987-01-28
ES8802001A1 (es) 1987-03-01
BR8602969A (pt) 1987-02-17

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