CN101476271A - Setting method for multi-mode parking and transfer facilities in lough type bus station - Google Patents
Setting method for multi-mode parking and transfer facilities in lough type bus station Download PDFInfo
- Publication number
- CN101476271A CN101476271A CNA2009100280073A CN200910028007A CN101476271A CN 101476271 A CN101476271 A CN 101476271A CN A2009100280073 A CNA2009100280073 A CN A2009100280073A CN 200910028007 A CN200910028007 A CN 200910028007A CN 101476271 A CN101476271 A CN 101476271A
- Authority
- CN
- China
- Prior art keywords
- bicycle
- vehicle
- motor
- motor vehicle
- lane
- 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.)
- Pending
Links
Images
Landscapes
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a method for arranging multiple traffic modes parking and transferring for serving the bus bay stop, which comprises motor lanes, non-mechanical vehicle lanes, pavements, and road motor non-mechanical dividing belts. The method connects the roads on both sides of the road motor non-mechanical dividing belt by: disposing a motor non-mechanical dividing belt between the motor lane and the non-mechanical vehicle lane, disposing bus bay stop on the motor non-mechanical dividing belt, and disposing non-mechanical vehicle parking strip, non-mechanical vehicle and people crossing channel, motor vehicle isolation piles, motor vehicle parking strip, motor vehicle straight going exclusive lane and motor vehicle turning exclusive lane on the motor non-mechanical dividing belt; and connects the pavement, non-mechanical vehicle lane and the motor lane by: disposing isolating barriers between the non-mechanical vehicle lane and the pavement, and arranging opens on the isolating barriers on the positions perpendicular to the non-mechanical vehicle and people crossing channel.
Description
Technical field
The present invention relates to a kind of method to set up of serving the multimode park and shift of bay formula bus stop point, relate to the technical field of urban public transportation system optimization and management.
Background technology
Public transport is occupied crucial status in the urban traffic system, greatly developing public transport has become the of paramount importance approach of alleviating the Chinese city traffic congestion.Node as the public transport operation, the task that website has been born the requirement of satisfying that public transit vehicle is stopped and the passenger gets on and off is stopped in public transport midway, the optimization setting of bus station is for reducing the interference that public transit vehicle and other public vehicles move, and encourages more traffic trip person to select transit trip all to have crucial meaning.
With regard to being provided with regard to the optimization method of current bus stop point, the one, disturb for avoiding on the road public transit vehicle to stop the operation that produces other motor vehicle, traditional orthoscopic bus stop point is improved to bay formula stop website; The 2nd, in conjunction with the difference of city real road cross-sectional form, the bay formula is stopped website be separately positioned on sidewalk (board road), motor vehicle median strip (two board roads) and the non-dividing strip of machine (three board roads); The 3rd, the bus station or the first and last website that compile at many public bus networks of part, dispose complete relatively plot (according to code requirement, each bus station area should be greater than 2000 square metres), serve functions such as the interim stop of public transit vehicle and carriage return, tune.The present invention serves bay formula bus stop point is arranged on form on the machine bicycle dividing strip, therefore is described further at this technology.
Bay formula bus stop point is arranged on motor vehicle and the bicycle dividing strip, not only can avoid the interim interference of stopping of public transit vehicle for other motor vehicle of highway section, can also avoid itself and the mutual interference mutually of bicycle traffic, a lot of at home actual uses in city.Being provided with of the type bus station requires to comprise: machine bicycle dividing strip width should be greater than 4 meters, the length of bay formula stop website should be greater than 25 meters, usually between 25～40 meters, bus station length is big more, and then many buses of its service ability of stopping simultaneously is also just strong more.The subject matter that current the type bus station is provided with is, serve other means of transportation method to set up shortcoming of bay formula bus stop point and bus passenger, the setting of bus stop point can't be given full play to the effectiveness that attracts different mode of transportation travelers to take pubic transport, be embodied in: (1) is if no guardrail isolation of periphery and vehicle parking facility, after then the passenger passes in and out bay formula bus stop point, often arbitrarily pass through adjacent motorway and nonmotorized vehicle lane, the serious traffic circulation state that disturbs, and generation traffic safety hidden danger, simultaneously, bicycle and motor vehicle driving person (occupant) are if change to trip in the bus station, then vehicle arbitrarily may be parked on nonmotorized vehicle lane and the sidewalk, disturb the normal traffic operation equally; (2) be provided with isolation guardrail and cross the street passage if put at sidewalk and nonmotorized vehicle lane equipotential, although passing in and out bay formula bus stop point and cross the street, bus passenger obtained effective tissue, but will cause various bicycles and motor vehicles directly on the sidewalk, to park, present situation lacks again in conjunction with the bus stop point carries out the technology that rational and effective vehicle parking facility is provided with, to change to trip in the bus station to bicycle and motor vehicle driving person (occupant) and bring difficulty, and cause the decline of public transport attraction indirectly, encourage traveler to adopt motor vehicle or alternate manner trip, be unfavorable for the development of public transport and the optimization of urban traffic trip mode structure; (3) prior art can't be provided near the method for carrying out carriage return and tune the formula bus stop point of bay, can't satisfy the emergency processing of public transit vehicle and the requirement of Real-Time Scheduling.
Summary of the invention
Technical problem; The purpose of this invention is to provide a kind of method to set up of serving the multimode park and shift of bay formula bus stop point, not only be the bay formula bus stop point pedestrian of place, bicycle and motor vehicle transfer public transport provide good space, help encouraging the multimode traffic trip to be converted to bus trip, and can avoid near bicycle in bus station and motor vehicle arbitrarily to park, bus passenger arbitrarily passes through the phenomenon of nonmotorized vehicle lane and motorway, the trip that has effectively ensured various modes of transportation is in the orderly function of bus stop point position, simultaneously, this invention also provides guarantee for public transit vehicle carriage return and tune under emergency and the bus dispatching requirement.
Technical scheme: method to set up of serving the multimode park and shift of bay formula bus stop point of the present invention, comprise motorway, nonmotorized vehicle lane, sidewalk and the non-dividing strip of road machine, by middle part the non-dividing strip of machine is set at motorway and nonmotorized vehicle lane, bay formula bus stop point is set on the non-dividing strip of machine, on the non-dividing strip of machine, the bicycle lay-by is set again, bicycle and pedestrian's street crossing passage, the motor vehicle isolation pile, the motor vehicles parking band, motor vehicle craspedodrome special lane and motor vehicle tune track are with the path connected of the non-dividing strip of machine both sides; Between nonmotorized vehicle lane and sidewalk isolation guardrail is set, isolation guardrail is provided with opening at bicycle and pedestrian's street crossing channel vertical position, and the sidewalk is communicated with cycleway and motorway.Concrete grammar is as follows:
The non-dividing strip of machine is set between motorway and nonmotorized vehicle lane, bay formula bus stop point is set on the non-dividing strip of machine, on the non-dividing strip of machine, the bicycle lay-by is set again, bicycle and pedestrian's street crossing passage, the motor vehicle isolation pile, the motor vehicles parking band, motor vehicle craspedodrome special lane and motor vehicle tune track are with the path connected of the non-dividing strip of machine both sides, between nonmotorized vehicle lane and sidewalk, isolation guardrail is set, isolation guardrail is provided with opening at bicycle and pedestrian's street crossing channel vertical position, and the sidewalk is communicated with bicycle road and motorway; Interim stop and passenger that bay formula bus stop point is used for mass transportation facilities wait, bus up and down, be used to travel vehicle driver on the bicycle road carries out temporary parking and goes forward side by side and wait public transit vehicle into bay formula bus stop point the bicycle lay-by, bicycle and pedestrian's street crossing passage are used for pedestrian and non motorized vehicle and cross the street, the motor vehicle isolation pile is used to prevent that motor vehicle from utilizing bicycle and pedestrian's street crossing passage arbitrarily to enter nonmotorized vehicle lane, be used to travel vehicle driver on motor road carries out temporary parking and goes forward side by side and wait public transit vehicle into bay formula bus stop point the motor vehicles parking band, motor vehicle craspedodrome special lane is used for rolling the motor vehicle straightgoing vehicle that forms behind the motor vehicles parking band away from by parking cars and passes into motorway, and motor vehicle tune track is used for rolling the motor vehicle tune wagon flow tune that forms behind the motor vehicles parking band away from by parking cars and sails the subtend motorway into; Isolation guardrail is separated nonmotorized vehicle lane and sidewalk, avoiding pedestrian on the sidewalk arbitrarily to pass through cycleway and bicycle and motor vehicles arbitrarily sails the sidewalk into and parks, and opening is set at bicycle and pedestrian's street crossing channel vertical position, pavement is communicated with cycleway and motorway, is used for pedestrian, bicycle and crosses street and turnover formula bus station, bay.
Described bicycle and pedestrian's street crossing passage and motor vehicle isolation pile are positioned at the upstream of bay formula bus stop point; The bicycle lay-by is positioned at the upstream of bicycle and pedestrian's street crossing passage; The motor vehicles parking band is positioned at the downstream of bay formula bus stop point; Motor vehicle craspedodrome special lane is positioned at the downstream of motor vehicles parking band, and motor vehicle tune track is positioned at the downstream of motor vehicle craspedodrome special lane.
The width B of described bay formula bus stop point is greater than 25 meters; The width A of the non-dividing strip of machine is greater than 4 meters; Bicycle and pedestrian's street crossing channel width C are greater than 3 meters; The nonmotorized vehicle lane width is greater than 3 meters; Distance between motor vehicles parking band and the motor vehicle craspedodrome special lane is greater than 50 meters; Motor vehicles parking position in the motor vehicles parking band (8) is arranged askew, and and the angle theta of motorway between 30 °～60 °.
Beneficial effect: compared with prior art, the present invention has the following advantages:
(1) traditionally utilize the non-separation band of machine to carry out that method that bay formula bus stop point is provided with does not take into full account bicycle and motor vehicle driving person (occupant) if other means of transportation that carry out multimode transfer trip at the bus stop point are provided with requirement, therefore bicycle and motor vehicle can only be parked on nonmotorized vehicle lane or sidewalk temporarily, have directly disturbed the normal operation of bicycle and pedestrian traffic.The present invention makes full use of the width of the non-isolation strip of machine, proposition is arranged at formula bus stop point upstream, bay with the bicycle parking band, motor vehicle temporary parking band is arranged at formula bus stop point downstream, bay, between sidewalk and nonmotorized vehicle lane, isolation guardrail is set, and opening is set at bicycle and pedestrian's street crossing channel vertical position, not only can utilize bay formula bus stop point that the requirement that to machine non-separation brings to few 4.0 meters width is set, at the non-dividing strip of machine bicycle and motor vehicle temporary parking zone are set directly, thereby reduce resource occupation and the construction project cost (need on sidewalk in addition not ward off parking space build space) of various parking facilities significantly to path space, and reduced parking person owing to take pubic transport to bicycle traffic, the interference of pedestrian traffic, prior this invention is can guarantee to take pubic transport with the shortest walking distance arrival bay formula bus stop point behind bicycle and motor vehicle driving person (occupant) vehicle parking, help improving the attraction of transit trip, reduce the traffic trip of alternate manner.
(2) relative conventional art, the present invention proposes in formula bus stop point upstream, bay bicycle and pedestrian's street crossing passage to be set, between nonmotorized vehicle lane and sidewalk, isolation guardrail is set, isolation guardrail is provided with opening at bicycle and pedestrian's street crossing channel vertical position, the sidewalk is communicated with cycleway and motorway, can guarantee that not only the pedestrian takes pubic transport and the mistake street by dedicated tunnel turnover bus stop point, thereby prevent that bus passenger from arbitrarily passing through nonmotorized vehicle lane and motorway, reduced near the traffic safety hidden danger of bus stop point, and will cross the street passage and be arranged between the motor vehicle temporary parking band in downstream, formula bus station, bay and keep a segment distance, can effectively avoid not being with the transfer bus trip be the motor vehicle driving person of purpose with vehicle parking at the motor vehicles parking band, be engaged in other activity (promptly after minimizing motor vehicle driving person is stopped, in the walking distance of transfer public transport, increasing the walking distance that enters the sidewalk that is arranged at bus stop point upstream after the driver is stopped).
(3) relative conventional art, the present invention proposes in motor vehicle temporary parking band downstream motor vehicle craspedodrome special lane to be set, the non-dividing strip of machine is communicated with, the nonmotorized vehicle lane width is greater than 3 meters, distance between motor vehicles parking band and the motor vehicle craspedodrome special lane is greater than 50 meters, can ensure that the motor vehicles of temporarily parking at the motor vehicles parking band can utilize nonmotorized vehicle lane to sail motorway into, and when wagon flow on the motorway more and can't provide insertable gap the time, have enough distances to wait between temporary parking band and the motor vehicle craspedodrome special lane for motor vehicle.The present invention's proposition is provided with motor vehicle tune track in motor vehicle craspedodrome special lane downstream, the non-dividing strip of machine is communicated with, the one, can ensure that the motor vehicle of temporarily parking can utilize this tune track to realize tune, the 2nd, work as public transit vehicle because special circumstances need tune, and motor road is because width restriction when the turning radius that tune needs can't be provided, can utilize motor vehicle temporary parking band to sail nonmotorized vehicle lane earlier into, utilize the tune track to realize the carriage return and the tune of public transit vehicle then.
(4) the present invention proposes the width of bay formula bus stop point greater than 25 meters, the width of the non-dividing strip of machine is greater than 4 meters, it is the index lower limit that formula bus station, bay is provided with, the bicycle and the pedestrian's street crossing channel width that propose are width lower limits of crosswalk greater than 3 meters, motor vehicles parking position in the motor vehicles parking band that proposes is the arranged askew setting, and and the angle theta of horizontal direction is between 30 °～60 °, can guarantee on the non-dividing strip of machine of same length, more motor vehicles parking position to be set, to avoid simultaneously parking cars too small because of turning radius temporarily, also realizes sailing into motorway and tune function and can't sail nonmotorized vehicle lane into.
Description of drawings
Fig. 1 is a user mode schematic diagram of the present invention.
Have among the figure: motorway 1, nonmotorized vehicle lane 2, the non-dividing strip .3 of machine, bay formula bus stop point 4, bicycle lay-by 5, bicycle and pedestrian's street crossing passage 6, motor vehicle isolation pile 7, motor vehicles parking band 8, motor vehicle craspedodrome special lane 9, motor vehicle tune track 10, sidewalk 11, isolation guardrail 12, motor vehicle craspedodrome wagon flow 13, motor-driven wagon flow tune wagon flow 14.
The specific embodiment
Examples of implementation in conjunction with the accompanying drawings, the present invention will be further described:
The non-dividing strip 3 of machine is set at the middle part of motor road 1 and bicycle road 2, on the non-dividing strip 3 of machine, bay formula bus stop point 4 is set, on the non-dividing strip 3 of machine, bicycle lay-by 5 is set again, bicycle and pedestrian's street crossing passage 6, motor vehicle isolation pile 7, motor vehicles parking band 8, motor vehicle craspedodrome special lane 9 and motor vehicle tune track 10, path connected with the non-dividing strip of machine 3 both sides, between nonmotorized vehicle lane 2 and sidewalk 11, isolation guardrail 12 is set, isolation guardrail 12 is provided with opening at bicycle and pedestrian's street crossing passage 6 upright position, and sidewalk 11 is communicated with cycleway 2 and motorway 1; Bicycle and pedestrian's street crossing passage 6 are positioned at the upstream of bay formula bus stop point 4, bicycle lay-by 5 is positioned at the upstream of bicycle and pedestrian's street crossing passage 6, motor vehicles parking band 8 is positioned at the downstream of bay formula bus stop point 4, motor vehicle craspedodrome special lane 9 is positioned at the downstream of motor vehicles parking band 8, and motor vehicle tune track 10 is positioned at the downstream of motor vehicle craspedodrome special lane 9.
The width of described bay formula bus stop point is greater than 25 meters, the width of the non-dividing strip of machine is greater than 4 meters, bicycle and pedestrian's street crossing channel width are greater than 3 meters, the nonmotorized vehicle lane width is greater than 3 meters, distance between motor vehicles parking band and the motor vehicle craspedodrome special lane is greater than 50 meters, motor vehicles parking position in the motor vehicles parking band is arranged askew, and and the angle theta of horizontal direction between 30 °～60 °.
The setting of road:
Step 1: the method to set up of serving the multimode park and shift of bay formula bus stop point, the non-dividing strip 3 of machine is set at the middle part of motor road 1 and bicycle road 2, on the non-dividing strip 3 of machine, bay formula bus stop point 4 is set, on the non-dividing strip 3 of machine, bicycle lay-by 5 is set again, bicycle and pedestrian's street crossing passage 6, motor vehicle isolation pile 7, motorway 1 and nonmotorized vehicle lane 2 are communicated with, bicycle and pedestrian's street crossing passage 6 and motor vehicle isolation pile 7 are positioned at the upstream of bay formula bus stop point 4, and bicycle lay-by 5 is positioned at the upstream of bicycle and pedestrian's street crossing passage 6; Interim stop and the passenger that bay formula bus stop point 4 is used for mass transportation facilities wait, bus up and down, be used to travel vehicle driver on bicycle road 2 carries out temporary parking and goes forward side by side and stop website 4 into the bay formula and wait public transit vehicle bicycle lay-by 5, bicycle and pedestrian's street crossing passage 6 are used for bus passenger, pedestrian and non motorized vehicle is crossed the street, and motor vehicle isolation pile 7 is used to prevent that motor vehicle from utilizing bicycle and pedestrian's street crossing passage 6 arbitrarily to sail nonmotorized vehicle lane 2 into.
Step 2: on the non-dividing strip 3 of machine, motor vehicles parking band 8 is set, motor vehicle craspedodrome special lane 9 and motor vehicle tune track 10, motorway 1 and nonmotorized vehicle lane 2 are communicated with, motor vehicles parking band 8 is positioned at the downstream of bay formula bus stop point 4, motor vehicle craspedodrome special lane 9 is positioned at the downstream of motor vehicles parking band 8, and motor vehicle tune track 10 is positioned at the downstream of motor vehicle craspedodrome special lane 9; Be used to travel vehicle driver on motor road 1 carries out temporary parking and goes forward side by side and wait public transit vehicle into bay formula bus stop point 4 motor vehicles parking band 8, motor vehicle craspedodrome special lane 9 is used for rolling the motor vehicle craspedodrome wagon flow 13 that forms behind the lay-by 8 away from by parking cars and sails motorway 1 into, and motor vehicle tune track 10 is used for rolling motor vehicle tune wagon flow 14 tunes that form behind the lay-by 8 away from by parking cars and sails the subtend motorway into.
Step 3: between nonmotorized vehicle lane 2 and sidewalk 11 isolation guardrail 12 is set, isolation guardrail 12 is provided with opening at bicycle and pedestrian's street crossing passage 6 upright position, and sidewalk 11 is communicated with cycleway 2 and motorway 1; Being provided for of isolation guardrail 12 avoided the pedestrian on the sidewalk 11 arbitrarily to pass through cycleway 2 and bicycle and motor vehicles arbitrarily sailing sidewalk 2 into and park, and be used for the pedestrian, bus passenger is crossed street and turnover bay formula bus stop point 4.
Step 4: the width of bay formula bus stop point 4 is greater than 25 meters, the width of the non-dividing strip 3 of machine is greater than 4 meters, bicycle and pedestrian's street crossing passage 6 width are greater than 3 meters, nonmotorized vehicle lane 2 width are greater than 3 meters, distance between motor vehicles parking band 8 and the motor vehicle craspedodrome special lane 9 is greater than 50 meters, motor vehicles parking position in the motor vehicles parking band 8 is arranged askew, and and the angle theta of horizontal direction between 30 °～60 °.
Claims (3)
1. method to set up of serving the multimode park and shift facility of bay formula bus stop point, it is characterized by: between motorway (1) and nonmotorized vehicle lane (2), the non-dividing strip of machine (3) is set, bay formula bus stop point (4) is set on the non-dividing strip of machine (3), bicycle lay-by (5) is set on the non-dividing strip of machine (3) again, bicycle and pedestrian's street crossing passage (6), motor vehicle isolation pile (7), motor vehicles parking band (8), motor vehicle craspedodrome special lane (9) and motor vehicle tune track (10) are with the path connected of the non-dividing strip of machine (3) both sides, between nonmotorized vehicle lane (2) and sidewalk (11), isolation guardrail (12) is set, isolation guardrail (12) is provided with opening at bicycle and pedestrian's street crossing passage (6) upright position, and sidewalk (11) are communicated with bicycle road (2) and motorway (1); Interim stop and passenger that bay formula bus stop point (4) is used for mass transportation facilities wait, bus up and down, be used to travel vehicle driver on bicycle road (2) carries out temporary parking and goes forward side by side and wait public transit vehicle into bay formula bus stop point (4) bicycle lay-by (5), bicycle and pedestrian's street crossing passage (6) are used for pedestrian and non motorized vehicle and cross the street, motor vehicle isolation pile (7) is used to prevent that motor vehicle from utilizing bicycle and pedestrian's street crossing passage (6) arbitrarily to enter nonmotorized vehicle lane (2), be used to travel vehicle driver on motor road (1) carries out temporary parking and goes forward side by side and wait public transit vehicle into bay formula bus stop point (4) motor vehicles parking band (8), motor vehicle craspedodrome special lane (9) is used for rolling the motor vehicle craspedodrome wagon flow (13) that forms behind the motor vehicles parking band (8) away from by parking cars and sails motorway (1) into, and motor vehicle tune track (10) is used for rolling motor vehicle tune wagon flow (14) tune that forms behind the motor vehicles parking band (8) away from by parking cars and sails the subtend motorway into; Isolation guardrail (12) is separated nonmotorized vehicle lane (2) and sidewalk (11), avoiding pedestrian on the sidewalk (11) arbitrarily to pass through cycleway (2) and bicycle and motor vehicles arbitrarily sails sidewalk (2) into and parks, and opening is set at bicycle and pedestrian's street crossing passage (6) upright position, pavement (11) is communicated with cycleway (2) and motorway (1), is used for pedestrian, bicycle and crosses street and turnover formula bus station, bay (4).
2. method to set up of serving the multimode park and shift facility of bay formula bus stop point according to claim 1, it is characterized by, described bicycle and pedestrian's street crossing passage (6) and motor vehicle isolation pile (7) are positioned at the upstream of bay formula bus stop point (4); Bicycle lay-by (5) is positioned at the upstream of bicycle and pedestrian's street crossing passage (6); Motor vehicles parking band (8) is positioned at the downstream of bay formula bus stop point (4); Motor vehicle craspedodrome special lane (9) is positioned at the downstream of motor vehicles parking band (8), and motor vehicle tune track (10) is positioned at the downstream of motor vehicle craspedodrome special lane (9).
3. method to set up of serving the multimode park and shift facility of bay formula bus stop point according to claim 1 is characterized by, and the width B of described bay formula bus stop point (4) is greater than 25 meters; The width A of the non-dividing strip of machine (3) is greater than 4 meters; Bicycle and pedestrian's street crossing passage (6) width C are greater than 3 meters; Nonmotorized vehicle lane (2) width is greater than 3 meters; Distance between motor vehicles parking band (8) and the motor vehicle craspedodrome special lane (9) is greater than 50 meters; Motor vehicles parking position in the motor vehicles parking band (8) is arranged askew, and and the angle theta of motorway (1) between 30 °～6b °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2009100280073A CN101476271A (en) | 2009-01-05 | 2009-01-05 | Setting method for multi-mode parking and transfer facilities in lough type bus station |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2009100280073A CN101476271A (en) | 2009-01-05 | 2009-01-05 | Setting method for multi-mode parking and transfer facilities in lough type bus station |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101476271A true CN101476271A (en) | 2009-07-08 |
Family
ID=40837046
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2009100280073A Pending CN101476271A (en) | 2009-01-05 | 2009-01-05 | Setting method for multi-mode parking and transfer facilities in lough type bus station |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101476271A (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102157062A (en) * | 2011-04-19 | 2011-08-17 | 东南大学 | Method for acquiring traffic capacity of stop on bus lane |
| CN102298761A (en) * | 2011-05-31 | 2011-12-28 | 肖桂芬 | Road traffic modes |
| CN102817300A (en) * | 2012-08-02 | 2012-12-12 | 铁道第三勘察设计院集团有限公司 | Safety structure of grade crossing in front of rail garage door |
| CN103413178A (en) * | 2013-07-13 | 2013-11-27 | 北京工业大学 | Sampling-based park-and-ride facility attraction demand quantitative classification calculation method |
| CN103469707A (en) * | 2013-09-15 | 2013-12-25 | 湘潭大学 | Multifunctional urban road |
| CN103758001A (en) * | 2014-02-05 | 2014-04-30 | 张若玮 | Special road for non-motor vehicles |
| CN103821096A (en) * | 2014-02-28 | 2014-05-28 | 宁波工程学院 | Non-motor vehicle safety instruction combination marked line near bus station |
| CN107165442A (en) * | 2017-05-25 | 2017-09-15 | 中建钢构有限公司 | The parking kiosk and its application method of a kind of bicycle expressway |
| CN107881867A (en) * | 2017-11-01 | 2018-04-06 | 宁波工程学院 | A kind of Urban Road Cross-section of suitable multimode traffic transfer |
| CN109057415A (en) * | 2018-10-17 | 2018-12-21 | 中国恩菲工程技术有限公司 | A kind of bus stop layout structure |
| CN110318309A (en) * | 2019-06-25 | 2019-10-11 | 中国市政工程中南设计研究总院有限公司 | A kind of sunk type of underway intersection is dedicated to ride |
| CN111058341A (en) * | 2019-12-13 | 2020-04-24 | 深圳市综合交通设计研究院有限公司 | Non-motor vehicle traffic optimization system for urban road section |
| CN112133115A (en) * | 2020-09-22 | 2020-12-25 | 上海市城市建设设计研究总院（集团）有限公司 | Non-motor vehicle power assisting device linked with intersection signal and control method thereof |
-
2009
- 2009-01-05 CN CNA2009100280073A patent/CN101476271A/en active Pending
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102157062A (en) * | 2011-04-19 | 2011-08-17 | 东南大学 | Method for acquiring traffic capacity of stop on bus lane |
| CN102298761A (en) * | 2011-05-31 | 2011-12-28 | 肖桂芬 | Road traffic modes |
| CN102817300A (en) * | 2012-08-02 | 2012-12-12 | 铁道第三勘察设计院集团有限公司 | Safety structure of grade crossing in front of rail garage door |
| CN103413178A (en) * | 2013-07-13 | 2013-11-27 | 北京工业大学 | Sampling-based park-and-ride facility attraction demand quantitative classification calculation method |
| CN103469707A (en) * | 2013-09-15 | 2013-12-25 | 湘潭大学 | Multifunctional urban road |
| CN103469707B (en) * | 2013-09-15 | 2015-10-21 | 湘潭大学 | A kind of multifunctional city road |
| CN103758001A (en) * | 2014-02-05 | 2014-04-30 | 张若玮 | Special road for non-motor vehicles |
| CN103758001B (en) * | 2014-02-05 | 2016-04-20 | 张若玮 | Bicycle special lane |
| CN103821096B (en) * | 2014-02-28 | 2015-10-28 | 宁波工程学院 | A kind of bicycle safety instruction combination graticule of nearly bus stop |
| CN103821096A (en) * | 2014-02-28 | 2014-05-28 | 宁波工程学院 | Non-motor vehicle safety instruction combination marked line near bus station |
| CN107165442A (en) * | 2017-05-25 | 2017-09-15 | 中建钢构有限公司 | The parking kiosk and its application method of a kind of bicycle expressway |
| CN107881867A (en) * | 2017-11-01 | 2018-04-06 | 宁波工程学院 | A kind of Urban Road Cross-section of suitable multimode traffic transfer |
| CN109057415A (en) * | 2018-10-17 | 2018-12-21 | 中国恩菲工程技术有限公司 | A kind of bus stop layout structure |
| CN110318309A (en) * | 2019-06-25 | 2019-10-11 | 中国市政工程中南设计研究总院有限公司 | A kind of sunk type of underway intersection is dedicated to ride |
| CN111058341A (en) * | 2019-12-13 | 2020-04-24 | 深圳市综合交通设计研究院有限公司 | Non-motor vehicle traffic optimization system for urban road section |
| CN112133115A (en) * | 2020-09-22 | 2020-12-25 | 上海市城市建设设计研究总院（集团）有限公司 | Non-motor vehicle power assisting device linked with intersection signal and control method thereof |
| CN112133115B (en) * | 2020-09-22 | 2022-07-19 | 上海市城市建设设计研究总院（集团）有限公司 | Non-motor vehicle power assisting device linked with intersection signal and control method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101476271A (en) | Setting method for multi-mode parking and transfer facilities in lough type bus station | |
| CN100425768C (en) | Zero commuter station structure of bus and zero transferring fast public traffic system | |
| CN104894932B (en) | Urban road integrated design method based on parking demand | |
| CN103745604B (en) | A kind of hommization high-level efficiency cross-road passages for pedestrians and control method thereof | |
| CN202090252U (en) | Road structure for relieving urban traffic jam | |
| CN102542817B (en) | Cooperative control method of left-opened-door bus special phase setting and social traffic flow | |
| CN103452020B (en) | City road crossing | |
| CN102051845A (en) | Flat intersection left turn entrance lane removing method and method for driving on flat intersection left turn entrance lane | |
| Macbeth | Bicycle lanes in Toronto | |
| WO2008031309A1 (en) | A thruway system for fewer stopping, no interchanging and expediently riding. | |
| CN102268852A (en) | Two-phase implementation method of urban road transport system | |
| CN110158510A (en) | A kind of pedestrains safety crossing facilities and control method | |
| CN202865713U (en) | Downtown overpass | |
| CN102146649A (en) | Public traffic method | |
| CN108442197B (en) | Channeling and passing method for arranging bus stop and bus lane at intersection | |
| CN204676382U (en) | People walks level land car and walks up and down only this bus and to give in each other intersection | |
| CN103628373A (en) | Light-weight overhead intelligent bus system | |
| CN103898820B (en) | Quasi rail transit road system | |
| Chaudhry | Evolution of the transportation system in Dubai | |
| CN202000230U (en) | Motor vehicle and non-motorized vehicle conflict-free facility of urban ramp bridge | |
| CN202280005U (en) | Crossroad of pedestrian secondary waiting zone | |
| CN102330396B (en) | Intersection for pedestrian secondary waiting areas | |
| CN211112965U (en) | Three-dimensional traffic bridge | |
| CN102191733A (en) | Urban traffic system without traffic lights | |
| CN102286905A (en) | Method for removing congestion by driving on right on basis of urban traffic congestion |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Open date: 20090708 |