CN107336714A - Sitting posture train and the super meeting rail system of suspension train - Google Patents
Sitting posture train and the super meeting rail system of suspension train Download PDFInfo
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- CN107336714A CN107336714A CN201710355793.2A CN201710355793A CN107336714A CN 107336714 A CN107336714 A CN 107336714A CN 201710355793 A CN201710355793 A CN 201710355793A CN 107336714 A CN107336714 A CN 107336714A
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61B—RAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
- B61B13/00—Other railway systems
- B61B13/04—Monorail systems
- B61B13/06—Saddle or like balanced type
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61B—RAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
- B61B3/00—Elevated railway systems with suspended vehicles
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Abstract
A kind of overlapping sitting posture train and suspension train and rail system, can overtake other vehicles and meeting.Sitting posture train driving is following in the common rail box beam in the common rail box beam top, suspension train traveling.Pillar connects from side with crossbeam and supports the railway box girder, does not influence top sitting posture train in ordinate direction and following suspension train passes through.The circuit can of wall scroll common rail box beam realizes the round traveling of sitting posture train and suspension train, the circuit of double bar common rail box beams, which can be realized, comes and goes traveling of overtaking other vehicles, save construction cost and floor space, track passing mode can shunt passenger on short trips and long-distance passenger, express goes directly each major station, the time for stopping small station is saved for long-distance passenger, it is no longer crowded in each website on the way with passenger on short trips, crowded pressure is improved for passenger on short trips, improve transporting power and efficiency, reduce remote effect city and suburbs city travel time gap, balanced urban development pattern.
Description
Technical field
Can be horizontal in common rail box beam the present invention relates to Rail Transit System, especially sitting posture train and suspension train
Independently travel, overtake other vehicles and meeting on beam, and the rail system of support composition.
Background technology
Traditional sit-astride train rail is only capable of face traveling in orbit, and support and crossbeam abutment and the strong point are in track
Lower section and side because underlying holder and crossbeam, the stop of roadbed, such as Figure 18, shown in Figure 19.Its sit-astride track is following not
Suspension train can be travelled in the same direction and in opposite directions, and it is inside sit-astride railway box girder and following to be also not provided with suspension train track.
Same conventional suspension formula railway box girder is only capable of in traveling suspension train below, and support and crossbeam are in the top of track
And side, such as Figure 20, shown in Figure 21, its suspension type rail top can not travel sitting posture train in the same direction and in opposite directions, also be not provided with
Sitting posture train rail top surface in suspension type rail box beam.
The content of the invention
Technical problem to be solved：
In order to overcome existing sitting posture track and pillar, the rail system of crossbeam composition, in the case of no avoidance track, it is impossible to
The deficiency for allowing two trains travelled in the same direction to overtake other vehicles with meeting, the present invention provide a kind of Rail Transit System, the track traffic system
Two train common rail box beams of sitting posture train and suspension train and pillar can not only be made by uniting, in the support system that crossbeam is formed
Safely travel, and and can also meeting traveling and traveling of overtaking other vehicles in opposite directions, i.e. sitting posture train is travelled above common rail box beam, under
Side's traveling suspension train, as shown in figure 28.Sitting posture train includes sit-astride train, magnetic suspension train and double track train.This case
Sitting posture train is illustrated by taking sit-astride train as an example.Suspension train includes wheel suspension train, magnetic levitaton suspension train,
This case illustrates by taking wheel suspension train as an example.
Sit-astride train and suspension train can realize the split shuttle mode of two cars, and six kinds of four train groups come and go and overtake other vehicles
Pattern, and the tide of three train groups come and go passing mode.
The technical solution adopted for the present invention to solve the technical problems：
The just upper wheel traveling of sit-astride train is in the pass-through type upper surface of sit-astride track, the two sides upper part of sit-astride track
The pass-through type side for sit-astride train-side cincture can be allowed to travel is equipped with, such railway box girder top can travel sit-astride row
Car, suspension train can be travelled below, as shown in Figure 22 and Fig. 1.
Sit-astride railway box girder 92 and suspension train railway box girder 91 in this case are creatively fused to common rail
Box beam, convex common rail box beam 95 as shown in Figure 5, I-shaped common rail box beam 96, door type common rail box beam
97.From the side of common rail box beam 97, connection supports the common rail box beam to crossbeam 15, as shown in figure 29, can applied to coming and going
Overtake other vehicles and meeting section.
Four train groups as shown in figure 28 are reduced to a sitting posture train and a suspension train, such as Fig. 1 and Fig. 4 institutes
Show.Come one toward section applied to one.
Four train groups as shown in figure 28 are reduced to a sitting posture train and two suspension trains, as shown in figure 26,
Applied to round tide section, can unidirectionally overtake other vehicles and meeting.
Four train groups as shown in figure 28 are reduced to two sitting posture trains and a suspension train, as shown in figure 27,
Applying equally to come and go tide section can unidirectionally overtake other vehicles and meeting.
Convex common rail box beam 95, I-shaped common rail box beam 96, door type common rail box beam 97 can unite
One exchanges, such as Figure 14, Figure 15, shown in Figure 16.
As shown in Fig. 2 show two sit-astride trains and two suspension trains respectively in common rail box beam from front
Above and following, opposite traveling that can be independent and in the same direction traveling.
As shown in figure 1, front shows that sit-astride train is ridden in common rail box beam, suspension train is by being built in
Left and right wheelses inside common rail box beam travel on the left rail of suspension type and the right rail of suspension type respectively.Pillar and crossbeam all do not have
Train passage is hindered, the separation on ground and suspension train bottom leaves enough height, P Passable general-utility car.
As shown in figure 3, from side show sit-astride train and suspension train respectively above common rail box beam and
Below, opposite traveling that can be independent and traveling in the same direction.
As shown in figure 26, front shows that a sit-astride train is ridden in common rail box beam, two suspension trains
Travel on following suspension type rail.
As Figure 27 shows, front shows that two sit-astride trains are ridden in common rail box beam, a suspension train row
Drive off on the suspension type rail on side.
The track of this case is divided into the common rail box beam of creativeness, and common independent sitting posture track, and common independent hangs
Hanging rail.
As shown in figure 5, common rail box beam is divided into three kinds, and convex common rail box beam 95, I-shaped common rail case
Beam 96, door type common rail box beam 97, independent suspension type railway box girder 91, independent sit-astride railway box girder 92.
Convex common rail box beam 95 is following suspension type rail box beam than top sit-astride track box deck-siding, so as to full
The requirement of sufficient sit-astride train and suspension train difference track width.
It is below I-shaped suspension type rail that I-shaped common rail box beam 96, which is, and top is sit-astride track, I-shaped
Common rail box beam top travels sit-astride train, travels suspension train below.
Door type common rail box beam 97 is that sit-astride railway box girder is identical with suspension type rail box beam width.
95,96 and 97 fusion type common rail box beam ratios as shown in Figure 5 simply by sit-astride railway box girder 91 and hang
The mode of the composition 93 added together of hanging rail box beam 92 saves many materials, equally can guarantee that train security row on top
Sail.
When two train meetings and cut-in situation occur to reinforce the stage in track, two trains are pressed in track section box beam simultaneously
On, slow train is stopped AT STATION when overtaking other vehicles, and the railway box girder at station is by reinforcing, and reinforcing mode is supported by increasing track
Column density, thickness, rail material thickness and strength of materials mode.On the track circuit that whole process is reinforced, train is in any section
It can be carried out meeting and overtake other vehicles.
Crossbeam is following several with having with the connection and supporting relation of rail box beam.
Crossbeam 15 will stretch into from the side of common rail box beam, be the sit-astride train of top and following suspension train
Traveling space, pillar and crossbeam are reserved not hinder top sit-astride train and following suspension train to lead to principle of conduct, is such as schemed
Shown in 1, Fig. 6 and Figure 13.
Such as Figure 28, as shown in figure 4, its crossbeam is passed through by centre, then connects up and supports sitting posture train, connection downwards and
Suspension type car is hung, can be changed to from side connection and supporting track box beam.As shown in figure 23.
Crossbeam is following several with having with the position relationship of rail box beam.
The first is directly through common rail box beam, such as Fig. 1, Figure 13, shown in Fig. 6 after the Shen of crossbeam 15 enters.
For second that the Shen of crossbeam 15 enters between sit-astride track and suspended rail box beam, then up and down both direction respectively with
Connect below sit-astride railway box girder, and connected above suspension type rail box beam, as shown in figure 4, this mode can be upper and lower
Two railway box girders are creatively fused into a common rail box beam, as shown in Figure 1 in door type track 97, save one
The material of railway box girder.Again as shown in figure 5, this common rail box beam is not simply to add in the top of suspension type rail beam 92
Upper sit-astride track girder 91, the pattern of suspension type rail box beam simple superposition sit-astride railway box girder 93 as shown in Figure 5, but
Guarantee is substantially subjected to ability, upper and lower two railway box girders is fused into a common rail box beam, convex as shown in Figure 5 is total to
With railway box girder 95, I-shaped common rail box beam 96, door type common rail box beam 97.
The third mode is to be connected below sit-astride railway box girder with crossbeam, and crossbeam connects with suspension type rail box beam side
Connect, as shown in Fig. 7, Fig. 8 and Fig. 9.
In the figure 7, the lower section of sit-astride railway box girder 92 is connected to the sit-astride railway box girder bottom strong point 64 with crossbeam 15,
Crossbeam 15 is connected to the suspension type rail box beam left surface strong point 63 with suspension type rail box beam 91.
In fig. 8, the lower section of sit-astride railway box girder 92 is connected to the sit-astride railway box girder bottom strong point 64 with crossbeam 15,
Crossbeam 15 is connected to the suspension type rail box beam left surface strong point 63 with suspension type rail box beam 91.
In fig.9, the lower section of sit-astride railway box girder 92 is connected to the sit-astride railway box girder bottom strong point with A long beams 67
64, crossbeam 15 is connected to the suspension type rail box beam right flank strong point 65 with suspension type rail box beam 91.
Fig. 7 is that the left-right relation of sit-astride railway box girder and suspension type rail box beam is different from Fig. 8 difference, and Fig. 9 is
Sit-astride railway box girder, suspension type rail box beam are located at the both sides of A pillars 66 respectively.
4th kind of mode is that the side of sit-astride railway box girder is connected with crossbeam, is connected above suspension type rail box beam with crossbeam
Connect, such as Figure 10, Figure 11, shown in Figure 12.
In Fig. 10, B long beams 68 are connected to the Right side support point 69 of sit-astride railway box girder 92, B long beams 68 and suspension
Formula railway box girder 91 is connected to suspension type rail box beam top attachment points 70.
In fig. 11, C crossbeams 71 are connected to the Left-side support point 72 of sit-astride railway box girder 92, and C crossbeams 71 are connected to suspension
The top attachment points 70 of formula railway box girder 91.
In fig. 12, the lower section of sit-astride railway box girder 92 is connected to sit-astride railway box girder Left-side support point with D crossbeams 73
72, D crossbeams 73 are connected to suspension type rail box beam top attachment points 70 with suspension type rail box beam 91.
Figure 11 is that the left-right relation of sit-astride railway box girder and suspension type rail box beam is different from Figure 12 difference, Figure 10
It is sit-astride railway box girder, suspension type rail box beam is located at the both sides of pillar 66 respectively.
Third and fourth kind of method for supporting only saves pillar, does not save railway box girder, uses two cars and two
Root railway box girder.
Fifth procedure is that crossbeam connects upper rail box beam and lower railway box beam from the side of common rail box beam respectively, such as
Shown in Figure 23, the program can combine together upper rail box beam and lower railway box beam formula common rail box beam, as shown in Figure 5
, 95,96,97.
6th kind of mode is the middle top that independent sit-astride track is located at two suspension type rails, is not used here shared
Railway box girder, but the sit-astride train of top or any one following suspension train can show tidal phenomena in passenger flow
When, strengthen transport power as express and supplement.
Pillar is divided into unilateral pillar double sided strut.
Unilateral pillar such as Figure 13, Fig. 1, shown in Fig. 6, wherein double sided strut formula can save about crossbeam 15 in railway box girder
Empty part, to facilitate internal unit with train operation, such as Figure 14, Figure 15, shown in Figure 16.
Overtake other vehicles to be divided into whole process and overtake other vehicles and limit the stage and overtake other vehicles two kinds.
Whole process is overtaken other vehicles：Whole track is all the railway box girder and support Design that can bear two train loads simultaneously, can be with
Overtaken other vehicles in any section and meeting.
The restriction stage overtakes other vehicles：The railway box girder and support Design that part is reinforced, are limited to local section and overtake other vehicles, before being particularly
Car is in track stage and the platform of reinforcing, and rear car can advanced car.For example when slow train stops website, express shares rail from this
Road top, which is directly crossed, reaches farther big website, to save the time, does not stop small station, only several major stations along stop.
Sitting posture train and suspension train concentrating space traveling, such as tunnel road.That is, sitting posture train and suspension train
It is decomposed into from common rail box beam：Lower section sitting posture track and the suspended rail of top, are primarily adapted for use in spatial altitude and width
Limited narrow space, such as positioned at tunnel road.Tunnel ground travels sitting posture train, and top sets up suspended rail row in tunnel
Sail suspension train.So ordinary crossing can also make sitting posture train and suspension train not increasing spatial altitude and width especially
Rear car followed up mode by saving tunnel construction engineering and cost in the past.
Travel phase is decomposed in tunnel portal, is in common rail box beam and struts, traveling is on top originally
Sitting posture train and track from suspension train side with light grade drop to tunnel ground traveling.Similarly, can also be originally
In common rail box beam and struts, travel in following suspension train and track from sitting posture train side with light grade
Rise to empty overhead height traveling in tunnel.
In the merging travel phase of tunnel exit, sitting posture train and track rise to suspension train with light grade again and hanged
Hanging rail top travels.Similarly, suspension train and suspension type rail drop to suspension train and suspension with light grade again
Formula track travels below.If tunnel is provided with and overtaken other vehicles and meeting section, it is only necessary to which tunnel is widened, and arranges sitting posture train and suspension type
The safe distance that the track of car staggers more than a train in the horizontal direction, make sitting posture train and suspension train in parallel through with
Pass through in opposite directions.
Overtaken other vehicles in another tunnel is with meeting mode：Outage degree in tunnel increase, sitting posture train and suspension train
The safe distance that track staggers more than a train in longitudinal direction, sitting posture train and suspension train are led to parallel with different height
Cross and pass through in opposite directions.
Underground station can be opened up with meeting section by being overtaken other vehicles in tunnel.When being stopped so as to a train, another train can
To pass through.
The invention has the advantages that upper end bay is from formula train and its track and following suspension train and its track,
On the basis of operation is come and gone, it is possible to achieve overtake other vehicles and meeting.Long short distance passenger flow is shunted, alleviates crowding, express can be saved
The berthing time of many small sites on the way.Common rail box beam exists common sit-astride track and the fusion of common suspension type rail
Together,
The split pattern of single track box beam, only a common rail box beam and struts just can allow sit-astride train and suspension type
Train is completed round split.Orbit construction material cost and station ground area can be saved.
Passing mode is come and gone, only opens two groups toward counter four trains to go in the same direction with two railway box girder cans, one
Two expresses and slow train that group travels in the same direction, two expresses and slow train of another group of opposite direction traveling.In terms of operation, in the same direction
The train of traveling can realize and overtake other vehicles that two railway box girders can also be erected on a pillar, save material, build station ground
Area and construction cost.
The express and slow train travelled in the same direction improves transporting power.
Express and local train passing mode, when slow train stops website, express can not stop small station, more than slow train, only stop
By several major stations along the line, many individual small station berthing times can be so saved, long passenger on short trips can also be shunted, promote city hair
Flattening weighing apparatus, alleviates crowding in railway carriage.
Brief description of the drawings
Fig. 1 is one-mast support common rail box-beam structure schematic diagram.
Fig. 2 is the double common rail box-beam structure schematic diagrames of one-mast support.
Fig. 3 is sit-astride train and suspension train common rail box beam side schematic view.
Fig. 4 is sit-astride railway box girder simple superposition suspension type rail box-beam structure schematic diagram.
Fig. 5 is various railway box girders and develops schematic diagram.
Fig. 6 is I-shaped suspended rail box-beam structure schematic diagram.
Fig. 7 is that the support of sit-astride bottom and suspension type lateral support share one-mast support structural representation a.
Fig. 8 is that the support of sit-astride bottom and suspension type lateral support share one-mast support structural representation b.
Fig. 9 is that the support of sit-astride bottom and suspension type lateral support share one-mast support structural representation c.
Figure 10 is that sit-astride lateral support and suspension type top braces share one-mast support structural representation A.
Figure 11 is that sit-astride lateral support and suspension type top braces share one-mast support structural representation B.
Figure 12 is that sit-astride lateral support and suspension type top braces share one-mast support structural representation C.
Figure 13 is unilateral pillar and crossbeam direct puncture common rail box-beam structure schematic diagram A.
Figure 14 is twin props and the hollow common rail box beam schematic diagram A of crossbeam.
Figure 15 is twin props and the hollow common rail box beam schematic diagram B of crossbeam.
Figure 16 is twin props and the hollow common rail box beam schematic diagram C of crossbeam.
Figure 17 is common sit-astride railway box girder and twin props structural representation.
Figure 18 is common single-column sit-astride track structure schematic diagram.
Figure 19 is common single-column sit-astride track front schematic view.
Figure 20 is common suspension train track schematic diagram.
Figure 21 is common suspension train schematic diagram.
Figure 22 is common rail box-beam structure schematic diagram.
Figure 23 is that crossbeam connects upper rail box beam and lower railway box beam schematic diagram from side.
Figure 24 is to cross tunnel schematic diagram before and after suspension train and straddle type train together.
Figure 25 is that straddle type train rail and top are suspension train track schematic diagrames below in tunnel concentrating space.
Figure 26 is two suspension trains and a seat straddle type train schematic diagram.
Figure 27 is two straddle type trains and a suspension train schematic diagram.
Figure 28 is two common two straddle types train rails and two suspension train track schematic diagrames.
Figure 29 is two common rail box beams and two straddle type trains and two suspension train schematic diagrames.
In figure, 1. suspension sets, 2. gussets, 3. common suspension type rail box beams, 4. common suspension type crossbeams, 5. is common outstanding
Hanging pillar, 11. sit-astride trains, 12. suspension trains, 13. pillars, 15. crossbeams, 16. E crossbeams, 17. ground,
20.A sit-astride trains, 21.A suspension trains, 22.B sit-astride trains, 23.B suspension trains, 20.A sit-astride trains,
21.A suspension trains, 22.B sit-astride trains, 23.B suspension trains, the just upper of 30. A sit-astrides trains 20 are taken turns, and 31.
The side wheel of A sit-astrides train 20,32. A suspension train wheels, 33. B suspension train wheels, 34.B suspension types are left
Rail, the right rail of 35.B suspension types, the just upper of 36. B sit-astrides trains 22 are taken turns, and the side wheel of 37. B sit-astride trains, 50. is common real
Heart sit-astride track, 51. plain hollow sit-astride tracks, 60. sit-astride trains are just upper to take turns, 61. sit-astride train-side cinctures,
62. suspension train wheel, the 63. suspension type rail box beam left surface strong points, the support of 64. sit-astride railway box girder bottoms
Point, the 65. suspension type rail box beam right flank strong points, 97. door type common rail box beams, 66. intermediate studdles, 67. A
Long beam, 68. B long beams, 69. sit-astride railway box girder Right side support points, 70. suspension type rail box beams top connect
Point, 71.C crossbeams, 72. sit-astride railway box girder Left-side support points, 73.D crossbeams, 74. right crossbeams, 76. left pillars, 77.
Right pillar, 78. left crossbeams, 80. one-mast supports, the 81. left rails of A suspension types, the 82. right rails of A suspension types, 83. sit-astride train-sides
Cincture line, 84. word formula common rail box beam suspension type openings, 85. sit-astride trains just take turns tread, 91. suspension type rails
Road box beam, 92. sit-astride railway box girders, 93. suspension type rail box beam simple superposition sit-astride railway box girders, 95. convex
Common rail box beam, 96. I-shaped common rail box beams, 97. door type common rail box beams, A convex common rail box beams
The tunnel of 98, B convex common rail box beam 99,100..
Embodiment：
In figure 3, the top of door type common rail box beam 97 traveling sit-astride train 11, it is following to travel suspension train 12, list
Lateral brace 13 supports crossbeam 15, and crossbeam 15 passes through the box beam from the side of door type common rail box beam 97.
Note：In all of the embodiments illustrated, door type common rail box beam 97, convex common rail 96 are I-shaped to share
Track 95, it can unify to exchange and corresponding train.
In all of the embodiments illustrated, unilateral pillar can be exchanged as double sided strut, particularly in double bar common rail box beams
The round circuit of overtaking other vehicles of line composition, it is hollow type crossbeam that its middle cross beam can also be changed by integrally passing across common rail box beam,
Such as Figure 14, Figure 15, shown in Figure 16.
In Fig. 1 in shown specific embodiment 1, the just upper wheel 60 of sit-astride train and sit-astride row of sit-astride train 11
Car side wheel 61, is travelled in the upper surface of door type common rail box beam 97 and side respectively, i.e. the just upper wheel 60 of sit-astride train
In sit-astride train tread 85 is just being taken turns to travel, the side of sit-astride train 11 wheel 61 door type common rail box beam 97 across
Sitting posture train-side cincture line 83 travels.The wheel 62 of suspension train 12 is travelled in the outstanding of the bottom of door type common rail box beam 97
Hanging left rail 81, another wheels travel is in the right rail 82 of suspension type.Only there was only a door type common rail box beam
In fig. 2 in shown specific embodiment 2, the just upper wheel 30 of A sit-astrides train 20 and another just upper wheel are convex along A
The upper surface traveling of font common rail box beam 98, the side of A sit-astrides train 20 take turns 31 along A convex common rail box beams
98 side traveling.A suspension type left rail 81 and A of the A suspension trains wheel 32 in the bottom of A convex common rails box beam 98 hang
Hanging right rail 82 travels.
Similarly, the just upper wheel 36 of B sit-astrides train 22 and another just upper wheel, in B convex common rails box beam 99
Upper surface travels, and the side wheel 37 of B sit-astride trains travels in the side of B convex common rails box beam 99.B suspension trains
B suspension type left rail 34 and B suspension type right rail 35 of 23 wheel 33 in the bottom of B convex common rails box beam 99 travel.
Similarly, simply pillar and crossbeam, and common rail are varied from Figure 28 and Figure 29 and Fig. 2 four trains.
Four trains in as shown in Figure 28, Figure 29 and Fig. 2, two sit-astride trains are above, two suspension trains
Following, there can be 6 kinds of round passing modes, be illustrated below by taking Fig. 2 as an example.
In embodiment 2 as shown in Figure 2, double common rail box beams realize super get on the bus of getting off.
The A suspension trains 21 that A convex common rails box beam 98 travels below are that express exceedes the common rail box beam top
A sit-astrides train 20 as slow train traveling.A suspension trains 21, A sit-astrides train 20 all travel in the same direction for starting direction.
Similarly, the B suspension trains 23 that B common rails box beam 99 travels below are that express exceedes the another common rail box beam top conduct
The B sit-astrides train 22 of slow train traveling, B sit-astrides train 22, B suspension trains 23, for the Return-ing direction travelled in the same direction, such as scheme
Shown in 2, the super round traveling got on the bus of getting off is realized.
In embodiment 2 as shown in Figure 2, double common rail box beams realize super get off of getting on the bus.
The A sit-astrides train 20 of the top of A convex common rails box beam 98 traveling exceedes the common rail case as express
The A suspension trains 21 that beam travels as slow train below.A suspension trains 21, A sit-astrides train 20 are all in the same direction for starting direction
Traveling.Similarly, the B sit-astrides train 22 of the top of B convex common rail box beam 99 traveling exceedes the common rail as express
The B suspension trains 23 that box beam travels as slow train below.B sit-astrides train 22, B suspension trains 23, returned for what is travelled in the same direction
Direction is gone back to, as shown in Fig. 2 realizing that super get off of getting on the bus comes and goes traveling.
Such as, when slow train A suspension trains 21 and slow train B suspension trains 23 are stopped in small station, A sit-astrides train 20 and B across
Sitting posture train 22 directly crosses from the common rail top and reaches farther big website, to save the time.
In embodiment 2 as shown in Figure 2, double common rail box beams are realized that diagonal X1 gets on the bus to surpass and got off.
The A sit-astrides train 20 of the top of A convex common rails box beam 98 traveling shares as express more than B convex
The B suspension trains 23 that railway box girder 99 travels as slow train below.A sit-astrides train 20, B suspension trains 23 are all to set out
Direction travels in the same direction.
Similarly, the B sit-astrides train 22 of the top of B convex common rail box beam 99 traveling is used as express more than A convex
The A suspension trains 21 that common rail box beam 98 travels as slow train below.B sit-astrides train 22, A suspension trains 21, is same
To the Return-ing direction of traveling, as shown in Fig. 2 realizing that diagonal X1 gets on the bus to surpass to get off comes and goes traveling.
In embodiment 2 as shown in Figure 2, double common rail box beams are realized that diagonal X2 gets off to surpass and got on the bus.
The A suspension trains 21 that A convex common rails box beam 98 travels below share rail as express more than B convex
The B sit-astrides train 22 that the top of road box beam 99 travels as slow train.A suspension trains 21, B sit-astrides train 22 are all to set out
Direction travels in the same direction.Similarly, the B suspension trains 23 that B convex common rail box beam 99 travels below are as express more than A
The A sit-astrides train 20 that the top of convex common rail box beam 98 travels as slow train.B suspension trains 23, A sit-astrides row
Car 20, for the Return-ing direction travelled in the same direction, travelled as shown in Fig. 2 realizing that diagonal X2 gets off to surpass to get on the bus to come and go.
In embodiment 2 as shown in Figure 2, double common rail box beams realize the parallel super right car of left car.
The A suspension trains 21 that A convex common rails box beam 98 travels below share rail as express more than B convex
The B suspension trains 23 that road box beam 99 travels as slow train below.A suspension trains 21, B suspension trains 23 are all to set out
Direction travels in the same direction.
Similarly, the A sit-astrides train 20 of the top of A convex common rail box beam 98 traveling is used as express more than B convex
The B sit-astrides train 22 that the top of common rail box beam 99 travels as slow train.A sit-astrides train 20, B sit-astrides train 22, it is
The Return-ing direction travelled in the same direction, as shown in Fig. 2 realizing that the parallel super right car of left car comes and goes traveling.
In embodiment 2 as shown in Figure 2, double common rail box beams realize the parallel super left car of right car.
The B suspension trains 23 that B convex common rails box beam 99 travels below share rail as express more than A convex
The A suspension trains 21 that road box beam 98 travels as slow train below.B suspension trains 23, A suspension trains 21 are all originating party
To traveling in the same direction.
Similarly, the B sit-astrides train 22 of the top of B convex common rail box beam 99 traveling is used as express more than A convex
The A sit-astrides train 20 that the top of common rail box beam 98 travels as slow train.B sit-astrides train 22, A sit-astrides train 20, it is
The Return-ing direction travelled in the same direction, as shown in Fig. 2 realizing that the parallel super left car of right car comes and goes traveling.
It is that sit-astride train 11 and suspension train 12 travel in fact in concentrating space in fig. 24 in shown specific embodiment 3
Example is applied, in height and the narrow space of limited width, such as the section in tunnel 100.This case is said by taking tunnel as an example
Bright, the ground of tunnel 100 installation sit-astride railway box girder 92, traveling sit-astride train 11, the interior top in tunnel 100 sets up suspended rail
Box beam 91, travel suspension train 12.The decomposition travel phase started outside tunnel portal, it is originally in common rail box beam
In struts, sit-astride train 11 on top and sit-astride railway box girder 92 are travelled from the side of suspension train 12 with small
The gradient drops to the ground run in tunnel 100.Similarly, can also be travelled script in common rail box beam and struts
Sky in tunnel is risen to light grade from sit-astride train side in following suspension train 12 and suspension type rail box beam 91
Overhead height travels.
Merging travel phase after the outlet of tunnel 100, sit-astride train 11 and sit-astride railway box girder 92 are again with small
The gradient rises to suspension train 12 and the top of suspension type rail box beam 91 traveling.Similarly, can also by suspension train 12 and
Suspension type rail 91 drops to sit-astride train 11 again with light grade and sit-astride railway box girder 92 travels below.If tunnel is set
Overtake other vehicles and meeting section, it is only necessary to which tunnel is widened, and the track of sitting posture train and suspension train is staggered one in the horizontal direction
Safe distance more than train, make sitting posture train and suspension train in parallel through with pass through in opposite directions.
In specific embodiment 4,
Overtaken other vehicles in another tunnel is with meeting mode：Tunnel 100 increases interior outage degree, arranges sit-astride train 11 and suspension type
The safe distance that the track of car 12 staggers more than a train in longitudinal direction, make sit-astride train 11 and suspension train 12 with
Different height overtake other vehicles by with pass through in opposite directions.
Underground station can be opened up with meeting section by being overtaken other vehicles in tunnel.When stopping station so as to a train, another row
Car can pass through.
It is the super meeting mode of tide in embodiment 5 as shown in figure 26.
Among the overhead of two common suspension trains 21 and suspension train 23, then a common sit-astride row are installed
Car 20, the tidal phenomena of visitor's trip peak period is tackled, wherein a suspension train 21 is the slow train of starting direction traveling, suspension type
Train 23 is the slow train of Return-ing direction traveling, and sit-astride train 20 goes out the scheduling of the direction more than line direction with passenger flow as express and gone
Sail, i.e., traveling of being set out in the same direction with suspension train 21, when occurring the back commuter rush hour, sit-astride train 20 is as return express
Direction running, i.e., return and travel in the same direction with suspension train 23.
Similarly, as shown in figure 27, the middle lower section of two common sit-astride trains 20 and sit-astride train 22, then install one
Common suspension train 21, tackles the tidal phenomena of visitor's trip peak period, wherein sit-astride train 20 is starting direction traveling
Slow train, sit-astride train 22 is the slow train of Return-ing direction traveling, and suspension train 21 goes out line direction as express with passenger flow
More direction scheduling travelings, i.e., traveling of being set out in the same direction with sit-astride train 20, the suspension train when occurring the back commuter rush hour
21 as express direction running is returned, i.e., returns and travel in the same direction with sit-astride train 22.
Claims (6)
1. a kind of sitting posture train and the super meeting rail system of suspension train, by pillar, crossbeam, railway box girder, sitting posture train, hang
Hanging train, composition, it is characterized in that：Railway box girder top travels sitting posture train, and beam travels suspension train, sitting posture train below
It is upper and lower overlapping relation with suspension train, and Chinese character pin-shaped includes sit-astride train, magnetcisuspension with Chinese character pin-shaped relation, sitting posture train
It is floating, double track train.
2. sitting posture train according to claim 1 and the super meeting rail system of suspension train, it is characterized in that：Crossbeam is from altogether
Connection is stretched into the side of railway box girder and supports the railway box girder, does not hinder top sitting posture train and following suspension train to lead to
OK, traveling space is stopped to upper Train.
3. sitting posture train according to claim 1 and the super meeting rail system of suspension train, it is characterized in that：Convex is total to
The orbital plane of sitting posture train driving is equipped with railway box girder top front and two sided, convex common rail box beam bottom is set
Suspension train running rail is formed with, convex common rail box beam upper half part is narrow, and lower portion is wide, i.e., upper half part is with
The half different width of part.
4. sitting posture train according to claim 1 and the super meeting rail system of suspension train, it is characterized in that：Door type is total to
The orbital plane of sitting posture train driving is equipped with railway box girder top front and two sided, door type common rail box beam bottom is set
Suspension train running rail is formed with, as door type common rail box beam upper half part with lower portion is width.
5. sitting posture train according to claim 1 and the super meeting rail system of suspension train, it is characterized in that：Drum shares
Railway box girder top front and two sided are equipped with the orbital plane of sitting posture train driving, and I-shaped common rail box beam bottom is equipped with
There is a suspension train running rail, I-shaped common rail box beam upper half part is sitting posture train rail and its width, lower half
Part is the I shape track of suspension train.
6. sitting posture train according to claim 1 and the super meeting rail system of suspension train, it is characterized in that：Concentrating space
Interior suspension train track is equipped with the top of the confined space, and sitting posture train rail is equipped with limited empty inner bottom part, i.e. such as in tunnel
Suspension train track is equipped with road is equipped with tunnel inner bottom part in tunnel top, sitting posture train rail.
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