CN101214818B - Straddle type monorail individual fast public transport mechanism - Google Patents

Straddle type monorail individual fast public transport mechanism Download PDF

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Publication number
CN101214818B
CN101214818B CN2008100137244A CN200810013724A CN101214818B CN 101214818 B CN101214818 B CN 101214818B CN 2008100137244 A CN2008100137244 A CN 2008100137244A CN 200810013724 A CN200810013724 A CN 200810013724A CN 101214818 B CN101214818 B CN 101214818B
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track
adjusting wheel
rail
car
rail vehicle
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CN2008100137244A
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CN101214818A (en
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董守义
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Abstract

The invention relates to an urban rail transportation mechanism, in particularly a straddle monorail personal fast transportation mechanism. The mechanism comprises a rail girder with a switch beam and a rail car. The rail car is equipped with a travel wheel traveling on the top surface of the rail girder and a guide wheel moving on the two sides of the rail girder. The invention is characterizedin that the switch beam is equipped with a vertical guide wheel axle channel and a horizontal guide wheel channel. The rail car is equipped with a rise-and-fall guide wheel axle. The invention relates to a straddle monorail personal fast transportation mechanism, utilizes a prestressed concrete beam as the rail girder, utilizes a miniature rail car such as four seats, adopts the design of specialswitch and car to enable the car to rapidly pass through the switch, thereby forming the cross-line transportation and the straddle monorail transportation network, enabling passengers to directly arrive the destination without changing car, and realizing the point-to-point service.

Description

A kind of Straddle type monorail individual fast public transport mechanism
Technical field:
What the present invention relates to is urban track traffic, especially a kind of Straddle type monorail individual fast public transport mechanism.
Background technology:
At present, cross-saddle single-track traffic mechanism is the same with other urban public transport mechanisms, the vehicle passenger capacity is big, be mainly big-and-middle freight volume design,, can not realize point-to-point services though can solve bus's problems of liquid flow, the passenger need change to car could arrive the destination, and stop at the station, and the occupant is crowded in the peak time compartment, and no traveling comfort can be sayed.Though public taxi or roadlice ride comfort can go directly to destination, because city roadlice speed of development is very fast, especially traffic congestion phenomenon in China big and medium-sized cities is very serious in each city, causes difficult, seriously polluted, the efficient reduction of going on a journey.Because the cross-saddle single-track traffic mechanism track switch employing of using at present has the track switch beam of certain-length, by a motor-driven end movably, realize that track switch commentaries on classics removes, so vehicle is longer by the time of track switch, can not the operation of cross-line road, be difficult to form the track traffic network.This is the existing in prior technology weak point.
Summary of the invention:
Purpose of the present invention is exactly at the existing in prior technology deficiency, and a kind of Straddle type monorail individual fast public transport mechanism is provided.This scheme is on the basis of existing sit-astride track traffic mechanism, by the improvement to rail vehicle and track switch, but makes the car at high speed pass through the turnout, thereby can move on the cross-line road, form the cross-saddle single-track traffic network, the passenger needn't change to car and can go directly to destination, and realizes point-to-point services.
This programme is realized by following technical measures: comprise the track girder, the rail vehicle that have the track switch beam, rail vehicle has in the walking wheel of track girder end face operation and the track adjusting wheel of moving in the track girder two sides, and it is characterized in that: described track switch beam is provided with the vertical track adjusting wheel axletree passage and the track adjusting wheel passage of level; Described rail vehicle is provided with liftable track adjusting wheel axletree.
Realize that in order to break away from traditional motor-driven track switch beam that passes through track switch commentaries on classics removes, the present invention's track switch beam is provided with the horizontal channel that the Vertical Channel passed through for the track adjusting wheel axletree and track adjusting wheel are passed through.According to the fork of track switch beam, the track adjusting wheel passage is divided into track adjusting wheel craspedodrome passage and track adjusting wheel turns to passage.Track adjusting wheel 5 passages are arranged on the different level of track switch beam.In order to make rail vehicle can pass through the track switch beam, but the track adjusting wheel axletree vertical lifting of described rail vehicle, so that its track adjusting wheel can be by the track adjusting wheel passage of the track girder that will diverge.
For the stability that guarantees that rail vehicle travels, track girder 4 end faces of Straddle type monorail individual fast public transport mechanism are provided with the running rail of rail vehicle walking wheel 2, both sides are provided with the running rail of rail vehicle track adjusting wheel 5, and described rail vehicle is provided with in the walking wheel of track girder end face operation and the track adjusting wheel of moving in the track girder two sides.Because what the present invention realized is point-to-point services, can take the taxicar business model, rail vehicle is small-sized rail vehicle, as being designed to the small-sized rail vehicle of 4 people's seats, so it can be provided with two groups of walking wheels; Its track adjusting wheel can be provided with 3 groups.For the safety that guarantees that rail vehicle travels, the fault in case track adjusting wheel occurs blowing out etc. causes car accident, and each group walking wheel axletree of described rail vehicle is provided with standby walking wheel, and each track adjusting wheel axletree of described rail vehicle is provided with spare idler wheel.
The beneficial effect of this programme can be learnt according to the narration to such scheme, the present invention is a kind of Straddle type monorail individual fast public transport mechanism, adopt prestressed concrete beam as track girder, use small-sized rail vehicle (as 4 people's seats), adopt special turnout and vehicle design, but make the car at high speed pass through the turnout, thereby can move on the cross-line road, form the cross-saddle single-track traffic network, the passenger needn't change to car and can go directly to destination, and realizes point-to-point services.This mechanism can take the operation of taxicar pattern, and car can be designed to pilot steering, reduces the initial investment cost of urban track traffic network, reduces to substitute the negative effect that public taxi causes; Also can be designed to full automaticity and travel, indicate vehicle to arrive the destination that requires by platform staff or passenger.This shows that the present invention compared with prior art has outstanding substantive distinguishing features and obvious improvement, the beneficial effect of its enforcement also is conspicuous.
Description of drawings:
Fig. 1 is the rail vehicle of the specific embodiment of the invention scheme drawing that travels on track girder.
Fig. 2 is the left view of Fig. 1 in the specific embodiment of the invention.
Fig. 3 divides the fork in the road or merges the crossing schematic perspective view for the track girder of the specific embodiment of the invention.
Fig. 4 divides the birds-eye view at fork in the road or merging crossing for the track girder of the specific embodiment of the invention.
Fig. 5 attempts for the A-A of Fig. 4 in the specific embodiment of the invention cuts open.
Fig. 6 attempts for the B-B of Fig. 4 in the specific embodiment of the invention cuts open.
Fig. 7 is the track adjusting wheel adjustable height scheme drawing when turnout turns to the right of straightgoing vehicle among specific embodiment of the invention Fig. 4.
Fig. 8 is the track girder symmetrical three throw turnout schematic perspective view of the specific embodiment of the invention.
Fig. 9 is the track adjusting wheel adjustable height scheme drawing when turnout turns to the left of straightgoing vehicle among specific embodiment of the invention Fig. 8.
Figure 10 is the overhead scheme drawing of the straddle-type monorail of the specific embodiment of the invention.
Among the figure, 1 is car body, and 2 is walking wheel, and 3 is standby walking wheel, and 4 is track girder, and 5 is track adjusting wheel, and 6 is spare idler wheel, and 7,9 is the axletree passage, and 8 is track adjusting wheel craspedodrome passage, and 10 for track adjusting wheel turns to passage, and 11 for turning to track.
The specific embodiment:
For clearly demonstrating the technical characterstic of this programme,, and, this programme is set forth in conjunction with its accompanying drawing below by a specific embodiment.
Fig. 1 is the rail vehicle scheme drawing that travels on track girder, Fig. 2 is the left view of Fig. 1, car body 1, walking wheel 2, standby walking wheel 3, track girder 4, track adjusting wheel 5, spare idler wheel 6 are arranged, when rail vehicle travels on track girder 4, walking wheel 2 is on track above the track girder 4, track adjusting wheel 5 is on two siding tracks of track girder 4, and the track adjusting wheel 5 of both sides can oscilaltion, and the track adjusting wheel 5 of both sides is on same horizontal surface when keeping straight on.
Fig. 3 is track girder branch fork in the road or merges the crossing schematic perspective view, Fig. 4 is the branch fork in the road or merges the crossing birds-eye view, Fig. 5 and Fig. 6 are that the A-A among Fig. 4 cuts open to attempt to cut open with B-B and attempts, branch fork in the road or the track girder that merges the crossing track girder of keeping straight on has increased and has turned to track 11, and rail vehicle is when dividing the fork in the road or merging the crossing, if keep straight on, then the track adjusting wheel 5 of both sides is maintained at the same horizontal plane, the axletree of track adjusting wheel 5 is through axletree passage 7, and track adjusting wheel 5 is passed through the crossing fast through track adjusting wheel craspedodrome passage 8; If turn to, the track adjusting wheel 5 of both sides rises in advance or drops to the track adjusting wheel passage, as shown in Figure 7, the track adjusting wheel 5 in left side rises to track adjusting wheel and turns to path 10, the track adjusting wheel 5 on right side drops to and turns to track 11, and the track adjusting wheel 5 of left and right sides both sides is on different horizontal surfaces, along turning to track 11 operations, track adjusting wheel 5 axletrees in left side are through axletree passage 9, and the track adjusting wheel 5 in left side turns to path 10 to forward to by the crossing fast through track adjusting wheel and turns on the track 11.Because axletree passage 7 and axletree passage 9 only are used for by axletree, passage is narrower and certain oblique angle is arranged, and is therefore little to the influence on system operation of walking wheel 2 and track adjusting wheel 5.
Fig. 8 is a track girder symmetrical three throw turnout schematic perspective view, because fork in the road, road track girder need leave the axletree passage, so that the straddle-type rail vehicle passes through, therefore keep straight on track to the left and right turnout fork or turnout, the left and right sides when the craspedodrome track merges, fork or merging can not should have certain distance in the same place of craspedodrome track.Fig. 9 is straightgoing vehicle track adjusting wheel adjustable height scheme drawing when the turnout turns to the left, and straightgoing vehicle turnout to the right turns to or merges when travelling car track adjusting wheel adjustable height as shown in Figure 4 by the turnout, right side to the craspedodrome track, and car is the same by the principle of track switch.
Figure 10 is the overhead scheme drawing of straddle-type monorail, and rail vehicle can incorgruously travel on two-way overhead monorail, saves floor area; Also can travel in the same way, establish the speed track, improve running velocity.Can form city cross-saddle single-track traffic network by rail vehicle, straddle-type monorail, track switch, in avenue, establish station, garage, maintenance point, auto wash shop etc. as required, utilize computer installation, anticollision device, vehicle locating device, modern communications means etc. to carry out wired or wireless control and scheduling, realize pilot steering, and then the realization full-automatic driving, form the straddle-type monorail individual fast public transport mechanism.
The present invention is not limited in the above-mentioned specific embodiment, and the variation that those of ordinary skills make in essential scope of the present invention, remodeling, interpolation or replacement also should belong to protection scope of the present invention.

Claims (5)

1. Straddle type monorail individual fast public transport mechanism, comprise the track girder (4), the rail vehicle that have the track switch beam, rail vehicle has in the walking wheel (2) of track girder (4) end face operation and the track adjusting wheel of moving in track girder (4) two sides (5), and it is characterized in that: described track switch beam is provided with track adjusting wheel (5) passage of vertical track adjusting wheel (5) axletree passage (7,9) and level; Described rail vehicle is provided with liftable track adjusting wheel (5) axletree.
2. Straddle type monorail individual fast public transport mechanism according to claim 1 is characterized in that: each track adjusting wheel of described rail vehicle (5) axletree is provided with spare idler wheel (6).
3. Straddle type monorail individual fast public transport mechanism according to claim 1 is characterized in that: each walking wheel of described rail vehicle (2) axletree is provided with standby walking wheel (3).
4. Straddle type monorail individual fast public transport mechanism according to claim 1, it is characterized in that: the track girder of described Straddle type monorail individual fast public transport mechanism (4) end face is provided with the running rail of rail vehicle walking wheel (2), and both sides are provided with the running rail of rail vehicle track adjusting wheel (5).
5. according to claim 1 or 2 or 3 or 4 described Straddle type monorail individual fast public transport mechanisms, it is characterized in that: described track adjusting wheel (5) passage is arranged on the different level of track switch beam.
CN2008100137244A 2008-01-09 2008-01-09 Straddle type monorail individual fast public transport mechanism Expired - Fee Related CN101214818B (en)

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Application Number Priority Date Filing Date Title
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CN101214818B true CN101214818B (en) 2010-10-06

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* Cited by examiner, † Cited by third party
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WO2012065345A1 (en) * 2010-11-19 2012-05-24 Jin Beibiao One-armed overhead bus
CN103806351B (en) * 2012-11-08 2015-09-09 于君 A kind of track and special-purpose vehicle thereof
CN103276643B (en) * 2013-06-20 2015-05-27 湖南农业大学 Monorail tramcar rail using rising and falling parallel turnout
CN105835892B (en) * 2016-04-06 2019-02-22 陈璋 A kind of traffic track and its corresponding traffic track vehicle
CN106985835B (en) * 2016-09-21 2019-11-05 比亚迪股份有限公司 Bogie and rail vehicle and Rail Transit System with it
CN106996061B (en) * 2016-12-29 2019-05-17 比亚迪股份有限公司 Track switch component
CN107953895B (en) * 2017-12-27 2019-11-26 贾兴鲁 Monorail train and its steering system
GB201803770D0 (en) * 2018-03-09 2018-04-25 Chorlex Ltd Road Vehicle guideway system
CN112376388B (en) * 2020-10-21 2023-04-11 北京城建集团有限责任公司 Steel structure box girder bridge bifurcated section bridge structure for PRT and construction method thereof

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EP0120979A1 (en) * 1983-03-30 1984-10-10 Köttgen GmbH & Co. KG Track bound conveyor system
CN2306255Y (en) * 1997-10-18 1999-02-03 关铁 Double alloy frog core for railway jointless track
CN1314273A (en) * 2000-03-17 2001-09-26 株式会社日立制作所 One-rail vehicle
CN1561297A (en) * 2001-12-05 2005-01-05 杜尔自动化有限公司 Rail-mounted transport system
CN2687161Y (en) * 2004-01-16 2005-03-23 上海迈祥工程技术咨询有限公司 Magnetic suspension train track line switch mechanism

Patent Citations (5)

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Publication number Priority date Publication date Assignee Title
EP0120979A1 (en) * 1983-03-30 1984-10-10 Köttgen GmbH & Co. KG Track bound conveyor system
CN2306255Y (en) * 1997-10-18 1999-02-03 关铁 Double alloy frog core for railway jointless track
CN1314273A (en) * 2000-03-17 2001-09-26 株式会社日立制作所 One-rail vehicle
CN1561297A (en) * 2001-12-05 2005-01-05 杜尔自动化有限公司 Rail-mounted transport system
CN2687161Y (en) * 2004-01-16 2005-03-23 上海迈祥工程技术咨询有限公司 Magnetic suspension train track line switch mechanism

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Title
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