CN106758610B - City rail public transport stereo traffic system - Google Patents
City rail public transport stereo traffic system Download PDFInfo
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- CN106758610B CN106758610B CN201611193110.XA CN201611193110A CN106758610B CN 106758610 B CN106758610 B CN 106758610B CN 201611193110 A CN201611193110 A CN 201611193110A CN 106758610 B CN106758610 B CN 106758610B
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- 238000013461 design Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000011161 development Methods 0.000 description 3
- 238000004891 communication Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
- E01C1/002—Design or lay-out of roads, e.g. street systems, cross-sections ; Design for noise abatement, e.g. sunken road
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2/00—General structure of permanent way
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of city rail public transport stereo traffic system, the groined type traffic system including a plurality of road composition according to longitudinal and transverse arrangement, is respectively arranged with website positioned at the quadrangle of the crossroad of longitudinal and transverse intersection and website is waited area；Groined type traffic system is top layer, middle layer and bottom from top to bottom；Each layer of each longitudinal direction road is located in the longitudinal groove for the same gool structure for being provided with ground；Each layer of each belt road is located in the transverse concave groove for the same gool structure for being provided with ground；Website at each crossroad of three floor groined type traffic system is waited the upper and lower intercommunication in area；The longitudinal groove of each, the bottom of transverse concave groove and middle layer are equipped with Crane Rail respectively, each longitudinal groove, transverse concave groove top layer be pedestrian's pavement.The invention has the advantages that the longitudinal and transverse groined type straight line arrangement of gool structure dedicated Lanes, compared with existing public transport road such as BRT, is not take up road surface.
Description
Technical field
The present invention relates to urban public tranlport systems, more particularly, to city rail public transport stereo traffic system.
Background technique
With advances in technology with the accelerated development of Urbanization Construction process, urban traffic blocking is a global difficulty
Topic, it is annual therefore caused by loss it is huge.Subterranean railway (hereinafter referred to as subway) is responsible for key player in Traffic Systems,
It is the communication project of many Urban transit priority development.The advantages of subway is not influence traffic above-ground, and carrying is more, speed
Fastly, do not stop (other than upper and lower passenger), but its disadvantage is also apparent from: operation cost is high, the period is long, and safety guarantee is thrown
Enter greatly, transfer distance is remote by bus.Sky way (overpass) problem not long there is only operation cost height, period, most root
This is to can not achieve to change to by bus, is unsuitable for urban bus transport communications and transportation.
Summary of the invention
It is an object of that present invention to provide a kind of city rail public transport stereo traffic systems.
To achieve the above object, the present invention takes following technical proposals:
City rail public transport stereo traffic system of the present invention, including a plurality of road institute structure according to longitudinal and transverse arrangement
At groined type traffic system, be respectively arranged with website and website positioned at the quadrangle of the crossroad of longitudinal and transverse intersection
Wait area；The groined type traffic system is top layer, middle layer and bottom from top to bottom；Each layer of each longitudinal direction road point
It Wei Yu not be provided in the longitudinal groove of same gool structure on ground, it may be assumed that the longitudinal groove is three-layered node from top to bottom
Structure；Each layer of each belt road is located in the transverse concave groove for the same gool structure for being provided with ground, it may be assumed that institute
Transverse concave groove is stated as three-decker from top to bottom；Website at each of three layers of groined type traffic system crossroad is waited
The upper and lower intercommunication in area；Longitudinal groove described in each, the bottom of transverse concave groove and middle layer are equipped with Crane Rail respectively, often
One longitudinal groove, transverse concave groove top layer be pedestrian's pavement.
The Crane Rail of longitudinal groove described in each, the bottom of transverse concave groove and middle layer is uniline track, it may be assumed that
The Crane Rail of the bottom Crane Rail and middle layer Crane Rail of each longitudinal groove reverse driving each other, each are lateral
The Crane Rail of the bottom Crane Rail and middle layer Crane Rail of groove reverse driving each other.
The invention has the advantages that this is an important traffic theory in line with public transport priority, dedicated public transport rail is devised
Road groined type grade separation traffic system.The gool structure dedicated Lanes for being provided with ground are different from subway in underground, also different from height
Build bridge in the sky, therefore construction cost only have same length subway construction cost 1/5th hereinafter, and safety significantly
It improves.The longitudinal and transverse groined type straight line arrangement of gool structure dedicated Lanes, so that public all the way in public bus network on unidirectional operation
Vehicle (more than one, they according to be centainly regularly distributed on this public bus network) is handed over, therefore has following marked improvement:
One, traffic administration layer is come, route design greatly simplifies, and number of, lines greatly reduces, and management difficulty substantially reduces；
Two, for driver, labor intensity reduces significantly, at the same the car body of vehicle can longer (assuming that 100 meters in length), run
Can be faster；
Three, for passenger, since line construction is simple, destination direction can be easily distinguished, when trip is happy to
Preferential selection public transport；
Four, crossing, which multiplies, changes: the website area that waits is located at crossroad, and passenger is easily found, and by bus, changes trains all herein,
It is truly realized seamless-change longitudinally, laterally, greatly facilitates passenger；
Five, shuttle and run: reasonable arrangement dispatches longitudinally, laterally public transport railcar layout and interval, realizes one
In a plane, do not conflict when public transport operation longitudinally, laterally；
Six, track, the electrification, intelligence for realizing public transport meet the trend of city bus development；It can be square
Just, easily realize public transport it is punctual on schedule, and further to realize that the unmanned of public transport provides technology guarantee.
Seven, the present invention is not take up road surface compared with existing public transport road such as BRT.
Detailed description of the invention
Fig. 1 .1 is groined type traffic system i moment vehicle static position plane schematic diagram of the present invention.
Fig. 1 .2 is i+40 seconds moment of groined type traffic system of the present invention vehicle static position plane schematic diagram.
Fig. 2 be groined type traffic system of the present invention be located at crossroad quadrangle website wait area's horizontal layout signal
Figure.
Fig. 3 is longitudinal section structure diagram of gool structure longitudinal groove (or transverse concave groove) of the present invention.
Fig. 4 is the lateral section structure diagram of gool structure longitudinal groove (or transverse concave groove) of the present invention.
Specific embodiment
It elaborates with reference to the accompanying drawing to the embodiment of the present invention, the present embodiment before being with technical solution of the present invention
It puts and is implemented, the detailed implementation method and specific operation process are given, but protection scope of the present invention is not limited to down
State embodiment.
As shown in Figs 1-4, city rail public transport stereo traffic system of the present invention, including according to longitudinal and transverse arrangement
The groined type traffic system that a plurality of road 1,2 is constituted, the quadrangle positioned at the crossroad of longitudinal and transverse intersection are set respectively
It is equipped with website and website is waited area 3；Groined type traffic system is top layer, middle layer and bottom from top to bottom；Each layer each
Item longitudinal direction road 1 is located in the longitudinal groove 7 for the same gool structure for being provided with ground, it may be assumed that the longitudinal groove 7 is certainly
It is divided into 6 three-decker of top layer 4, middle layer 5 and bottom under above；Each layer of each longitudinal direction road 1, which is located at, to be provided with
In the longitudinal groove 7 of the same gool structure on ground；Each layer of each belt road, which is located at, is provided with ground
In the transverse concave groove of same gool structure, it may be assumed that the transverse concave groove is divided into top layer, middle layer and bottom three-layered node from top to bottom
Structure；Each layer of each belt road is located in the transverse concave groove for the same gool structure for being provided with ground；Three layers
Website at each of the groined type traffic system crossroad is waited the upper and lower intercommunication in area 3；Longitudinal groove described in each
7, the bottom of transverse concave groove and middle layer are equipped with Crane Rail 8,9, the top layer 4 of each longitudinal groove 7, transverse concave groove respectively
For pedestrian's pavement.The bottom 6 of longitudinal groove 7, transverse concave groove described in each and the Crane Rail 8,9 of middle layer 5 are list
Row track, it may be assumed that the driving rail of the bottom Crane Rail 8 and middle layer Crane Rail 9 of each longitudinal groove 7 reverse driving each other
Road, the Crane Rail of the bottom Crane Rail and middle layer Crane Rail of each transverse concave groove reverse driving each other.
The explanation of Fig. 1 .1 of the present invention, Fig. 1 .2:
In Fig. 1 .1, iconIt indicates that east-west direction travels, rest in the vehicle of website at the i moment,
That is: it is eastern (east) that WE represents western (west)；
In Fig. 1 .1, iconVehicle indicating the southern direction running in north, resting at the i moment website,
That is: it is southern (south) that NS represents northern (north).
In Fig. 1 .2, iconIt indicates that east-west direction travels, rested in the vehicle of website i+40 seconds moment,
That is: it is eastern (east) that WE represents western (west)；
In Fig. 1 .2, iconIndicate the southern direction running in north, i+40 seconds moment rested in the vehicle of website, it may be assumed that
It is southern (south) that NS represents northern (north).
Adjacent sites design is at a distance of 600 meters it can be seen from Fig. 1 .1, Fig. 1 .2, speed be designed as 15 meter per seconds (54 kms/
Hour), therefore the operation of adjacent sites vehicle needs 40 seconds, there is no longitudinal and transverse direction vehicles to conflict with each other problem.
Claims (2)
1. a kind of city rail public transport stereo traffic system, it is characterised in that: including a plurality of road institute structure according to longitudinal and transverse arrangement
At groined type traffic system, be respectively arranged with website and website positioned at the quadrangle of the crossroad of longitudinal and transverse intersection
Wait area；The groined type traffic system is top layer, middle layer and bottom from top to bottom；Each layer of each longitudinal direction road point
It Wei Yu not be provided in the longitudinal groove of same gool structure on ground, it may be assumed that the longitudinal groove is three-layered node from top to bottom
Structure；Each layer of each belt road is located in the transverse concave groove for the same gool structure for being provided with ground, it may be assumed that institute
Transverse concave groove is stated as three-decker from top to bottom；Website at each of three layers of groined type traffic system crossroad is waited
The upper and lower intercommunication in area；Longitudinal groove described in each, the bottom of transverse concave groove and middle layer are equipped with Crane Rail respectively, often
One longitudinal groove, transverse concave groove top layer be pedestrian's pavement；Adjacent sites design at a distance of 600 meters, speed be designed as 15 meters/
Second.
2. city rail public transport stereo traffic system according to claim 1, it is characterised in that: longitudinal direction described in each
The Crane Rail of groove, the bottom of transverse concave groove and middle layer is uniline track, it may be assumed that the bottom of each longitudinal groove is driven a vehicle
The Crane Rail of track and middle layer Crane Rail reverse driving each other, the bottom Crane Rail of each transverse concave groove and centre
The Crane Rail of layer Crane Rail reverse driving each other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611193110.XA CN106758610B (en) | 2016-12-21 | 2016-12-21 | City rail public transport stereo traffic system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611193110.XA CN106758610B (en) | 2016-12-21 | 2016-12-21 | City rail public transport stereo traffic system |
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| Publication Number | Publication Date |
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| CN106758610A CN106758610A (en) | 2017-05-31 |
| CN106758610B true CN106758610B (en) | 2019-05-17 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201611193110.XA Active CN106758610B (en) | 2016-12-21 | 2016-12-21 | City rail public transport stereo traffic system |
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Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107311012A (en) * | 2017-08-09 | 2017-11-03 | 张博飞 | Independently using gear many cars can be driven to go in ring intelligent elevator |
| CN107675574A (en) * | 2017-09-22 | 2018-02-09 | 秦德进 | A kind of three-dimensional express network Traffic Systems of people's car separation |
| CN109208417A (en) * | 2017-10-05 | 2019-01-15 | 张博飞 | Quasi- new town public transit system |
| CN108277710A (en) * | 2018-01-08 | 2018-07-13 | 曹兰葳 | A kind of modern city public transit system |
| CN111411552A (en) * | 2019-07-03 | 2020-07-14 | 张博飞 | New city planning based on new traffic system |
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|---|---|---|---|---|
| JPH01304294A (en) * | 1988-05-30 | 1989-12-07 | Shusaku Hara | Underground railway of shielded tunnel as two-layer double track |
| JP2006002399A (en) * | 2004-06-16 | 2006-01-05 | Maeda Corp | Construction method and structure of underpass road in intersection |
| CN1834354A (en) * | 2006-07-11 | 2006-09-20 | 董国良 | Ground saving and energy saving, unblocked ecological urban system with ordered space |
| CN1834351A (en) * | 2006-05-31 | 2006-09-20 | 董国良 | Zero commuter station structure of bus and zero transferring fast public traffic system |
| CN102359044A (en) * | 2011-08-02 | 2012-02-22 | 吕怀民 | Public traffic system and construction method thereof |
| CN103523026A (en) * | 2013-10-31 | 2014-01-22 | 戴长虹 | Intercity aerial rail transit stereo network system |
| WO2015062537A1 (en) * | 2013-10-31 | 2015-05-07 | 戴长虹 | Elevated rail transportation system and 3d network system for same |
| CN104816732A (en) * | 2014-12-10 | 2015-08-05 | 谭培炎 | Rapid shuttle single-tunnel double-decker track subway |
-
2016
- 2016-12-21 CN CN201611193110.XA patent/CN106758610B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01304294A (en) * | 1988-05-30 | 1989-12-07 | Shusaku Hara | Underground railway of shielded tunnel as two-layer double track |
| JP2006002399A (en) * | 2004-06-16 | 2006-01-05 | Maeda Corp | Construction method and structure of underpass road in intersection |
| CN1834351A (en) * | 2006-05-31 | 2006-09-20 | 董国良 | Zero commuter station structure of bus and zero transferring fast public traffic system |
| CN1834354A (en) * | 2006-07-11 | 2006-09-20 | 董国良 | Ground saving and energy saving, unblocked ecological urban system with ordered space |
| CN102359044A (en) * | 2011-08-02 | 2012-02-22 | 吕怀民 | Public traffic system and construction method thereof |
| CN103523026A (en) * | 2013-10-31 | 2014-01-22 | 戴长虹 | Intercity aerial rail transit stereo network system |
| WO2015062537A1 (en) * | 2013-10-31 | 2015-05-07 | 戴长虹 | Elevated rail transportation system and 3d network system for same |
| CN104816732A (en) * | 2014-12-10 | 2015-08-05 | 谭培炎 | Rapid shuttle single-tunnel double-decker track subway |
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| CN106758610A (en) | 2017-05-31 |
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