CN102051845A - Flat intersection left turn entrance lane removing method and method for driving on flat intersection left turn entrance lane - Google Patents
Flat intersection left turn entrance lane removing method and method for driving on flat intersection left turn entrance lane Download PDFInfo
- Publication number
- CN102051845A CN102051845A CN2009101537450A CN200910153745A CN102051845A CN 102051845 A CN102051845 A CN 102051845A CN 2009101537450 A CN2009101537450 A CN 2009101537450A CN 200910153745 A CN200910153745 A CN 200910153745A CN 102051845 A CN102051845 A CN 102051845A
- Authority
- CN
- China
- Prior art keywords
- road
- lane
- hand rotation
- entrance driveway
- district
- 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
Classifications
-
- 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
- E01C1/02—Crossings, junctions or interconnections between roads on the same level
-
- G—PHYSICS
- G08—SIGNALLING
- G08G—TRAFFIC CONTROL SYSTEMS
- G08G1/00—Traffic control systems for road vehicles
- G08G1/07—Controlling traffic signals
Landscapes
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Traffic Control Systems (AREA)
- Road Paving Structures (AREA)
Abstract
The invention relates to a flat intersection left turn entrance lane removing method and a method for driving on a flat intersection left turn entrance lane. A flat intersection comprises two bidirectional lane crossed roads, a right turn lane and a left turn lane. The left turn lane comprises a left turn entrance lane, a left turn waiting lane (1), a crossing lane entrance (2), an intersection signal light (4), a lane area (6), a lane area signal light (4) and an oblique signal light (5), wherein the left turn entrance lane which used to be arranged on the left side of an entrance lane at the intersection now is removed to the right side of an exit lane (8); the left turn waiting lane (1), the crossing lane entrance (2) and the intersection signal light (4) are arranged in a rear section far from an original left turn entrance lane; and the lane area (6), the lane area signal light (4) and the oblique signal light (5) are arranged in the exit lane (8). Vehicles to turn left run to the left turn waiting lane (1) from a running lane (14) to wait for a green light and then run through the crossing lane entrance (2) and the lane area (6) to a left turn entrance lane (7) on the right side of the exit lane to wait for turning. The design adopted in the invention eliminates a conflict point which occurs when the vehicles to turn left and vehicles to go straightly run together, shortens time limit periods of red and green light at the intersection, and relieves traffic jam and disturbance at the flat intersection.
Description
Affiliated technical field
The present invention relates to a kind of usual friendship mouth left-hand rotation entrance driveway migration and running method thereof, especially can alleviate the migration of usual friendship mouth left-hand rotation entrance driveway and the running method thereof of logical obstruction of city cross and the oral sex of T font usual friendship and the time-consuming phenomenon of wagon flow.
Background technology:
It is current that what adopted at cross and T font usual friendship mouth is indirect left-hand bend; reach around the traffic measure that encircles if any putting a left side in advance and far drawing intersection; the above-mentioned left side of putting in advance is many several cars of turning in advance in the time limit of turning left to establish in addition; above-mentioned draw far that to intersect be that the vehicle that will turn left is far guided to be end for end away from a breach of crossing separator bar and returned the crossing; the distance that this left turning vehicle that travels is not only made a return journey and will have been sailed 100 meters in vain; and left turning vehicle will so just turn left to curve through collaborating shunting again after the shunting tune of interflow; cost is too high; above-mentioned mixing around the current wagon flow in the current straight left side of ring will be through repeatedly interflow shunting again; there is potential safety hazard; wagon flow is time-consuming; occupation of land is many; because for the treatment of in its road that the short and wagon flow in track can not really alleviate the choking phenomenon at this crossing slowly, and often will consider and build overpass bridge or viaduct is thoroughly dealt with problems when wagon flow is big.
Summary of the invention:
The usual friendship oral sex is logical stops up and wagon flow is time-consuming and confusion phenomena provides a kind of usual friendship mouth left-hand rotation entrance driveway migration and running method thereof in order to alleviate in the present invention, thoroughly eliminated and established in addition the left-hand bend time, the through vehicles that can coexist is current in the current time limit, usual friendship mouth left-hand rotation entrance driveway migration of the present invention and running method thereof have been adopted, alleviate and improved logical obstruction of usual friendship oral sex and the time-consuming confusion phenomena of wagon flow, and eliminated the misgivings that most of usual friendship mouth will be built overpass bridge or viaduct.
The technical scheme that the present invention adopts in order to solve the problems of the technologies described above is: the road intersection and right-turn lane and the left turn lane that comprise two two-way lanes, it comprises the left turn lane: the existing right side that its road is migrated to each exit ramp of left-hand rotation entrance driveway that is arranged on each entrance driveway left side, crossing originally, the track on former each exit ramp right side is track forward, now its road is reconstructed with the exit ramp contrary to or from new broadening the left-hand rotation entrance driveway is set, this left-hand rotation entrance driveway also can be that the left-hand bend vehicle that the adds entrance driveway that turns left thus enters the crossing and turns, and one section left-hand rotation is set after the former entrance driveway that respectively turns left away from the crossing treats more road, at the central strip line place of preceding highway section, this road road road junction more is set, treat more that from each left-hand rotation the separator bar at road to crossing is provided with railing or block of wood is separated, in the middle of each railing or block of wood, offer one section breach, this section breach is exactly to get over the road junction, and respectively more the lamppost sky, the place ahead, road junction the grade crossing signal lamp is set, sailing each into from each runway turns left to treat that the vehicle in road is more looked at this grade crossing signal lamp straight and the vehicle indented form is stopped waiting the respectively road junction more for the treatment of road leading portion more in left-hand rotation, at the exit ramp section of respectively getting over the place ahead, road junction the district is set, and district's signal lamp is set in the lamppost sky, Dao Qu the place ahead that each exit ramp drives towards, again in each road district with respectively more each exit ramp right side, opposite slightly to the right or left, road junction tilting signal lamp is set, the vehicle that diagonal is waited for can be started to walk when respectively oblique Yue Gedao district, road junction at first will look at the apparent green light of each tilting signal lamp straight more.The vehicle that travels on each direct lane exit ramp directly need be looked at each road district signal lamp straight when entrance driveway drives into each road district from the crossing, this signal lamp when showing red light be in limited time limit specially and the exit ramp of forbidding respectively keeping straight on travels by about the turn craspedodrome hypervelocity that the vehicle of coming to make a dash across the red light and crossing directly travel to entrance driveway and the vehicle that makes a dash across the red light stop waiting at road district stop line.
Each grade crossing signal lamp and tilting signal lamp and same two-way direct lane signal lamp are to show the traffic lights time limit synchronously, each grade crossing signal lamp and tilting signal lamp show the red light no left turn in advance than direct lane signal lamp and treat the oblique Yue Dao of the vehicle district in road more, allow turn about comprising on the direct lane and through vehicles smooth and easy by the road district, it is that the horizontal signal lamp in comparable crossing of same time of horizontal signal lamp shows green light in advance and abdicates suprastomodaeal vehicle by the road district in the crossing that road district signal lamp shows the red light time limit.
When place, crossing exit ramp is multilane, or in case of necessity, its right side of left-hand rotation entrance driveway on exit ramp right side can also be provided with the special-purpose exit ramp of turning right, and the vehicle that allows crossing opposite side right-hand bend come rolls the crossing away from the road thus.The right-hand bend vehicle that crosses of road thus, its transit time signal lamp of can being turned right is controlled, the signal lamp of also can not turned right control and current at any time.
Turn about on each above-mentioned same two-way lane and through vehicles all can be started to walk simultaneously, can in the same time limit, pass through, the transit time of turning about not establishing in addition, about to turn current be that pedestrian and bicycle are when crossing street right of way signal lamp and showing green light than the current time difference when disconnected of keeping straight on when disconnected.When underground pedestrian and bicycle passage being arranged at the usual friendship mouth or overline bridge are arranged, can also serve as the few crossing of street pedestrian, it is identical with the time limit of keeping straight on that left and right sides turning time can prolong.
T font usual friendship mouth: comprise that a two-way direct lane and vertical direction track and left and right sides turning roadway form, left and right sides turning roadway comprises that the left-hand rotation in vertical direction track treats Yue Dao, the left-hand rotation entrance driveway on Dao Qu, road district signal lamp, tilting signal lamp and the exit ramp right side in road junction, grade crossing signal lamp and the exit ramp more, respectively turning left vehicle on the direct lane and the vertical direction track can be with advancing starting, and turning debouches same exit ramp left and right sides simultaneously, there is no conflict point and interweaves.
When its right side of left-hand rotation entrance driveway also is provided with a special-purpose exit ramp or do not establish pedestrian island and street crossing when being provided in a side of beyond the point of contact of kerb radius in the middle of the crossing is near of turning right, on a left side from the stop line of entrance driveway can stride across the cross walk in its place ahead and bicycle lateral road toward the center, crossing take back extend to the crossing laterally on the left of right-hand rotation road adjacent the left-hand rotation extension area is set.Travel vehicle through this district when red light is forbidden, can roll away from from entrance driveway and directly be parked in this district's stop line, vehicle must keep People's Bank of China and bicycle lateral road when the left-hand rotation extension area waits parking and do not stop on this lateral road.
Can not establish bus stop in highway section, exit ramp right side left-hand rotation entrance driveway district, should be located at right side later, district, can not establish the import of bus special lane before the left-hand rotation entrance driveway stop line when establishing bus stop.Left-hand rotation after the former left-hand rotation entrance driveway of keeping straight on treats that the bus anchor point can not be established with driving towards roadside, right side, track in the road more, should be located at away from left-hand rotation and treats to drive towards roadside, right side, track together after the road more when establishing the bus anchor point.
The invention has the beneficial effects as follows: can alleviate that the usual friendship oral sex is logical stops up and wagon flow is time-consuming and confusion phenomena, and improved the crossing traffic capacity, the misgivings that most of usual friendship mouth is built overpass bridge or viaduct have also been eliminated, make the smooth traffic safety of usual friendship mouth, save time and advantage that most of usual friendship mouth need not be built overpass bridge or viaduct
Description of drawings
Below in conjunction with drawings and Examples is that the present invention is further described.
Fig. 1 example is usual friendship mouth left-hand rotation entrance driveway migration of the present invention and the running method first specific embodiment mode floor map thereof.
Fig. 2 example is usual friendship mouth left-hand rotation entrance driveway migration of the present invention and the running method second specific embodiment mode floor map thereof.
Be that usual friendship mouth left-hand rotation entrance driveway migration of the present invention and row platform thereof are sailed the method first specific embodiment mode shown in Fig. 1 example: it comprises two two-way lane road intersections and right-turn lane and left turn lane composition, left turn lane comprises the left-hand rotation entrance driveway that is located at each entrance driveway (12) left side of keeping straight on originally, now its road is migrated to exit ramp (8) right side, and be arranged to and the exit ramp of keeping straight on (8) contrary to left-hand rotation entrance driveway (7).Railing can be set for left-hand rotation entrance driveway (7) and craspedodrome exit ramp (8) separated place or block of wood (9) is separated, and can be in each entrance driveway that turns left (7) and stop line the place ahead sign left-hand rotation entrance driveway printed words are arranged or drive towards the mark arrow.Turn left to treat road (1) more being provided with away from highway section after outside hundred meters at the crossing being the former entrance driveway that respectively turns left, the vehicle that need turn left sails into and turns left to treat that let pass at this road wait green light for the first time in road (1) more, treat more that from left-hand rotation road (1) is to the crossing section and railing is set exit ramp separated place, left side or block of wood will be separated herein, treat that in this left-hand rotation reservation 20 to 50 meters breach in leading portion central strip place, road (1) separate without railing or block of wood (9) more, this breach is arranged to road junction (2) more, and grade crossing signal lamp (3) is set in the lamppost sky, the place ahead, road junction (2) more, sail the vehicle direct-view grade crossing signal lamp (3) that turns left to treat road (1) more into and indented form waits in left-hand rotation and treats that road (1) leading portion is got over road junction (2) more from runway (14), at exit ramp (8) section of getting over the place ahead, road junction (2) district (6) is set, and district's signal lamp (4) is set in the lamppost sky, the place ahead, road district (6) that exit ramp (8) drives towards, reach exit ramp (8) right side of getting over opposite slightly to the right or left, road junction (2) at Dao Qu (6) again chute district signal lamp (5) is set, vehicle tiltedly can be looked at tilting signal lamp straight in Yue Dao district (6) from getting over road junction (2).
That travels on the exit ramp need cross district (6) from the left and right sides turning vehicle of the left and right sides, crossing and through vehicles and should look at district's signal lamp (4) straight, the through vehicles speed of a motor vehicle on the exit ramp should be controlled in 30 kilometers/hour, promptly be controlled at not wait for 15 or 20 seconds to arrive and increase district (16) and locate stop line, be exactly through vehicles from the crossing forward entrance driveway starting to the speed of a motor vehicle that arrives district (6) stop line, the path mouth limit for 15 seconds, 20 seconds were limit in big crossing, just be stopped at stop line place, district (6) within the current time limit in the oblique Yue Dao of the vehicle district (6) that can not locate because of road junction (2) more and do not wait, if the vehicle speed on the direct lane makes a dash across the red light at the crossing less than the over-speed vehicles within 15 or 20 times in second and a part and also comprises and all can be subjected to road district signal lamp (4) red light in district (6) by left and right sides turning vehicle no through traffic and stop at the clearance of district (6) stop line wait green light to arriving district (6) after starting.Each entrance driveway and the trapezoidal setting of road district stop line.
The left-hand rotation entrance driveway (7) on exit ramp right side, its right side can also be provided with the special-purpose exit ramp (13) of turning right, the vehicle that allows crossing opposite side right-turn lane turn over rolls the crossing away from the road thus, control the signal lamp of also can not turned right control and current at any time through the right-hand bend vehicle of this exit ramp signal lamp of can being turned right.
When its right side of left-hand rotation entrance driveway (7) also is provided with a special-purpose exit ramp (13) or do not establish pedestrian island and point of contact that street crossing is provided in a side of the kerb radius in addition the time when nearly center, crossing of turning right, can stride across the cross walk in its place ahead and bicycle lateral road (11) at the stop line of left-hand rotation entrance driveway (7) and take back toward nearly center, crossing and extend to laterally right-hand rotation road, left side adjacent of crossing, left-hand rotation extension area (15) is set.Travel vehicle through this district when red light is forbidden, roll away from from the left-hand rotation entrance driveway and can directly be parked in this district's stop line, People's Bank of China and bicycle lateral road must kept when vehicle waits parking in left turn waiting zone (15) and not stop on this lateral road.
Vehicle is at the relevant running method of left-hand bend process: sail into from runway (14) and turn left to treat that the leading portion in road (1) is got over road junction (2) compact car more all can many indented forms wait for, turn left to treat more road (1) if having two more than totally 5.5 meters the left-hand rotation of width treat highway section, road (1) more, but bus also indented form waits, when blocking the way message signal lamp (3) green light is let pass, the left and right sides, horizontal track, crossing turning vehicle rolls this exit ramp (8) away from shortly past road district (6) before this, turn left to treat the vehicle of road wait more, compact car, diagonal bus simultaneously row's formula tiltedly be crossed district (6) from road junction (2) more, all the other vehicles left-hand rotation treat vehicle that road (1) back segment more waits for can be in order one by one in oblique Yue Dao district within (6) time limit tiltedly Yue Dao district (6) the left-hand rotation entrance driveway (7) that enters exit ramp (8) right side in left-hand rotation entrance driveway (7) the wait left-hand rotation of stopping.Treat vehicle oblique Yue Dao district (6) process in green light is let pass the time limit of road (1) wait more when left-hand rotation, the vehicle that travels on the exit ramp (8) is turned the vehicle that makes a dash across the red light and crossing directly to entrance driveway (12) is sailed the over-speed vehicles that comes except about horizontal track, crossing, all the other all do not have vehicle '.
Be usual friendship mouth left-hand rotation entrance driveway of the present invention migration and the running method second specific embodiment mode thereof shown in Fig. 2 example: it comprises that a two-way direct lane and vertical direction track and right-turn lane and left turn lane form, the left turn lane comprises: be provided with away from runway (14) left side outside hundred meters at the crossing in the vertical direction track and turn left to treat road (1) more, get over road junction (2), grade crossing signal lamp (3) reaches and at exit ramp (8) district (6) is set, road district signal lamp (4), tilting signal lamp (5) and left-hand rotation entrance driveway (7), the left-hand bend vehicle of the left-hand bend vehicle of direct lane and vertical direction left-hand rotation entrance driveway (7) can be started to walk simultaneously on each track and be turned simultaneously and drive into for same exit ramp (8) left and right sides, does not have conflict point or interweaves.
Bicycle at T font usual friendship mouth need turn left, when showing red light, direct lane prescribes a time limit, take back toward the center, crossing from nonmotorized vehicle lane and cross walk at the turning bicycle always and to wait, wait vertical direction track left-hand bend signal lamp and show the red light nonmotorized vehicle lane of can starting to walk to drive towards after forbidding near the bicycle waiting area (16) at vertical direction cross walk place.When the bicycle on the vertical direction track need turn left, when the apparent red light of the left-hand bend vehicle of vertical direction is forbidden, sail bicycle waiting area (15) into from nonmotorized vehicle lane and wait, when the through vehicles red light is forbidden, turn left curved with the left-hand bend vehicle on the vertical direction left-hand rotation entrance driveway (7) again and roll direct lane roadside, crossing away from and enter nonmotorized vehicle lane.When the left turning vehicle flow was big, the pedestrian also can follow non power driven vehicle to turn left together or cross the street.
Turn left to treat that road (1) is if left side central strip line place greenbelt treats that from left-hand rotation road (1) to crossing section can all remove more more, central authorities adopt railing or block of wood (9) to separate, this greenbelt place highway section back segment, reconstructing into left-hand rotation treats more road (1) or adds to increase the track, place, crossing leading portion is a wherein track of reconstructing into entrance driveway (12) or exit ramp (8) after the greenbelt in former left-hand rotation entrance driveway highway section is removed, when the exit ramp right side was greenbelt, also removable removing reconstructed into left-hand rotation entrance driveway (7) or another exit ramp of its right side (13).Turn left to treat that as newly-built above-mentioned usual friendship mouth road (1) to section road axis place, crossing can not be provided with greenbelt more, railing or block of wood (9) can only be set it is separated.So that left turning vehicle and the vehicle on the exit ramp at the left changing lane place are had an X-rayed driving road-condition mutually.
Long dotted line among Fig. 1 and Fig. 2 is an expression left turning vehicle driving path.
Claims (10)
1. a usual friendship mouth left-hand rotation entrance driveway moves and running method, comprises two track road intersections and right-turn lane and left turn lane composition.It is characterized in that: it comprises the left turn lane, be provided with at each entrance driveway turn left to treat road (1) more, road junction (2), grade crossing signal lamp (3) and the left-hand rotation entrance driveway that district (6), road district signal lamp (4), tilting signal lamp (5) is set in each exit ramp and will be arranged on entrance driveway left side, place, crossing originally migrate to the exit ramp right side more, be provided with on its right side with the exit ramp contrary to left-hand rotation entrance driveway (7).
2. according to described flat mouthful of left-hand rotation entrance driveway migration of claim 1 and running method thereof, it is characterized in that: described left-hand rotation treats that more road (1) is arranged on away from the former entrance driveway in crossing highway section backward, sail the vehicle of left-hand bend from runway (14) into and wait for the oblique road district (6) in the place ahead, road junction (2) more of green light clearance for the first time in this road, left-hand rotation treat road (1) more more road junction (2) locate to wait for vehicle that green light lets pass all can many indented form wait for the green lights oblique Yue Dao district (6) that lets pass, turn left to treat that more exit lane (8) separated place in road (1) and left side is provided with railing or block of wood (9) is separated.
3. according to migration of the described usual friendship mouth of claim 1 left-hand rotation entrance driveway and running method thereof, it is characterized in that: described road junction (2) more is arranged on each and turns left to treat the central strip line place in the place ahead, road (1) more, the vehicle for the treatment of to wait in road (1) more in left-hand rotation at first will be through getting over oblique Yue Dao district (6), road junction (2) when green light is let pass.
4. according to migration of the described usual friendship mouth of claim 1 left-hand rotation entrance driveway and running method thereof, it is characterized in that: described grade crossing signal lamp (3) is arranged on the lamppost sky, the place ahead, road junction (2) more, sails into and turns left to treat that the vehicle in road (1) at first will be looked at this signal lamp straight more.
5. according to migration of the described usual friendship mouth of claim 1 left-hand rotation entrance driveway and running method thereof, it is characterized in that: described road district (6) is arranged on respectively exit ramp (8) section in the place ahead, road junction (2) more, and the vehicle that rolls away from from road junction (2) more at first tiltedly Yue Dao district (6) enters left-hand rotation entrance driveway (7) again and waits turning.
6. according to migration of the described usual friendship mouth of claim 1 left-hand rotation entrance driveway and running method thereof, it is characterized in that: described road
District's signal lamp (4) is arranged on exit ramp (8) and drives towards each lamppost sky, the place ahead, road district (6), change the vehicle that makes a dash across the red light at the through vehicles that travels on the exit ramp (8) and crossing about laterally, treat that in left-hand rotation the oblique Yue Dao of vehicle district that road (1) is more waited for all is subjected to this signal lamp (4) to control that no through traffic within (6) time limit.
7. according to migration of the described usual friendship mouth of claim 1 left-hand rotation entrance driveway and running method thereof, it is characterized in that: described tilting signal lamp (5) is arranged on respectively the lamppost sky, road junction (2) opposite slightly to the right or left exit ramp (8) right side more, and vehicle can be looked at tiltedly Yue Dao district (6) of tilting signal lamp (5) safety straight when road junction (2) diagonal waits for that showing green light lets pass more.
8. a usual friendship mouth left-hand rotation entrance driveway moves and running method, comprise that a two-way direct lane and vertical direction track and right-turn lane and left turn lane form, in the vertical direction track former left-hand rotation entrance driveway comprise toward the back segment setting turn left to treat more road (1), road junction (2) grade crossing signal lamp (3) reaches district (6), road district signal lamp (4), tilting signal lamp (5) is set in exit ramp more.It is characterized in that: left-hand bend vehicle on the direct lane and the left-hand bend vehicle on the vertical direction track can be started to walk simultaneously in the same turning time limit and turn and be debouched same exit ramp left and right sides, and the left-hand bend vehicle of both direction there is no conflict point when current and interweaves.
9. the usual friendship mouth left-hand rotation entrance driveway according to claim 1 or 8 described arbitrary specific embodiment modes moves and running method, it is characterized in that: when exit ramp (8) is a multilane, or in case of necessity, on its right side of left-hand rotation entrance driveway (7) on this exit ramp (8) right side the special-purpose exit ramp (13) of turning right can also be set, the road rolls the crossing away to allow crossing opposite side right-hand bend vehicle turn over thus.
10. the usual friendship mouth left-hand rotation entrance driveway according to claim 1 or 8 described arbitrary specific embodiment modes moves and running method, it is characterized in that: when its right side of left-hand rotation entrance driveway (7) also be provided with turn right special-purpose exit ramp (13) or a cross walk be not provided in a side of the crossing closely in the middle of, the stop line of left-hand rotation entrance driveway (7) can stride across its place ahead cross walk (11) toward the crossing laterally right-hand rotation road, left side adjacent left-hand rotation extension area (15) is set.
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2009101537450A CN102051845A (en) | 2009-11-05 | 2009-11-05 | Flat intersection left turn entrance lane removing method and method for driving on flat intersection left turn entrance lane |
PCT/CN2010/001768 WO2011054187A1 (en) | 2009-11-05 | 2010-11-03 | Setting system of entrance road for left turn and running method thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2009101537450A CN102051845A (en) | 2009-11-05 | 2009-11-05 | Flat intersection left turn entrance lane removing method and method for driving on flat intersection left turn entrance lane |
Publications (1)
Publication Number | Publication Date |
---|---|
CN102051845A true CN102051845A (en) | 2011-05-11 |
Family
ID=43956619
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2009101537450A Pending CN102051845A (en) | 2009-11-05 | 2009-11-05 | Flat intersection left turn entrance lane removing method and method for driving on flat intersection left turn entrance lane |
Country Status (2)
Country | Link |
---|---|
CN (1) | CN102051845A (en) |
WO (1) | WO2011054187A1 (en) |
Cited By (31)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102493298A (en) * | 2011-11-17 | 2012-06-13 | 何晓艳 | Intersection capable of realizing simultaneous left turn |
CN102758392A (en) * | 2012-07-12 | 2012-10-31 | 上海市城市建设设计研究总院 | Left turning system for non-power-driven vehicle at intersection |
CN103046444A (en) * | 2013-01-11 | 2013-04-17 | 黄宝文 | Intersection with optimized settings and traffic control method of the intersection |
CN103469708A (en) * | 2013-09-18 | 2013-12-25 | 王宝民 | Signal controlling and transiting scheme of crossroad |
CN103632552A (en) * | 2013-12-16 | 2014-03-12 | 丁可佳 | Simple crossroads stacking traffic system for time-division left-turning |
CN103898818A (en) * | 2013-04-26 | 2014-07-02 | 赵仁宝 | Road traffic marking system |
CN104164811A (en) * | 2014-07-26 | 2014-11-26 | 张文知 | Right-side portable short-lane |
CN104195907A (en) * | 2014-09-28 | 2014-12-10 | 丁乃祥 | Road junction capable of realizing simultaneous left turning of vehicles in multiple directions and traffic method |
CN105297566A (en) * | 2015-03-04 | 2016-02-03 | 颜子楠 | Closed type traffic intersection |
CN105568802A (en) * | 2015-12-18 | 2016-05-11 | 吉林大学 | Crossed intersection left-turn guide line designing method |
CN105654738A (en) * | 2015-12-31 | 2016-06-08 | 张明 | Composition structure of intersection and left-turn control method for intersection |
CN106023606A (en) * | 2016-07-15 | 2016-10-12 | 张明 | Crossing structure of intersection and twice left-lane-changing control method |
EP2991056A3 (en) * | 2014-08-29 | 2016-11-09 | Leung, Valiant Yuk Yuen | Dual mode traffic intersection, system for directing traffic at a traffic intersection, and method therefor |
CN106157639A (en) * | 2016-07-12 | 2016-11-23 | 张明 | The pavement structure of a kind of crossing and time delay thereof become left method of controlling |
CN106205153A (en) * | 2016-07-12 | 2016-12-07 | 张明 | The first from left district, a kind of crossing structure rearward and become left method of controlling after keeping straight on |
CN106192639A (en) * | 2016-08-16 | 2016-12-07 | 叶营防 | A kind of right-angled intersection turns left to shift to an earlier date reverse passing method |
CN106337343A (en) * | 2016-07-05 | 2017-01-18 | 张明 | Three-way intersection and lane change control method thereof |
CN107034752A (en) * | 2017-03-22 | 2017-08-11 | 北京工业大学 | A kind of safe and efficient accessible distribution lane formula traffic road junction |
CN107134157A (en) * | 2017-06-29 | 2017-09-05 | 盐城工学院 | Turning wagon flow organizing method, device and electronic equipment |
CN107293128A (en) * | 2016-03-31 | 2017-10-24 | 刘国杰 | Big flow level-crossing complex control system |
CN108560342A (en) * | 2018-06-14 | 2018-09-21 | 刘志涛 | Combined type straight trip flat turn viaduct |
CN109440555A (en) * | 2018-11-06 | 2019-03-08 | 曹锦� | A method of improving the road plane junction of three roads traffic capacity |
CN109706807A (en) * | 2017-10-25 | 2019-05-03 | 山东大学 | A kind of novel crossed mouth left turn lane and left-hand rotation method |
CN110189519A (en) * | 2019-05-23 | 2019-08-30 | 东南大学 | It is a kind of to turn left to shift the signal priority control method and its application combined with parking twice |
WO2019242651A1 (en) * | 2018-06-20 | 2019-12-26 | 周立新 | Traffic system |
CN110616607A (en) * | 2018-06-20 | 2019-12-27 | 周立新 | Plane traffic system and urban traffic system with same |
CN110616603A (en) * | 2018-06-20 | 2019-12-27 | 周立新 | Plane traffic system and urban traffic system with same |
CN110616608A (en) * | 2018-06-20 | 2019-12-27 | 周立新 | Plane traffic system and urban traffic system with same |
RU2718891C1 (en) * | 2016-05-19 | 2020-04-15 | Валиант Юк Юэнь ЛЬОНГ | Traffic intersection |
CN112376340A (en) * | 2020-12-03 | 2021-02-19 | 吉林大学 | Design method for left-turn intersection guide line and left-turn stop line |
US11302185B2 (en) | 2018-04-17 | 2022-04-12 | Valiant Yuk Yuen LEUNG | Synergistic reconfigurable traffic intersection |
Families Citing this family (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102496292A (en) * | 2011-11-18 | 2012-06-13 | 华东交通大学 | Novel method of traffic channeling and traffic organization of plane intersection |
CN103280112A (en) * | 2013-06-03 | 2013-09-04 | 东南大学 | Road canalization and signal coordination control method improving bus running efficiency |
CN103603247A (en) * | 2013-11-13 | 2014-02-26 | 耿如意 | New method for urban road crossroad channelization and traffic management |
CN104727196A (en) * | 2013-12-24 | 2015-06-24 | 鲁家栋 | Novel crossroad comprising straight waiting area and left-turning waiting area |
CN103914981A (en) * | 2014-04-09 | 2014-07-09 | 江苏物联网研究发展中心 | Method for predicting confliction between pedestrians and left-turn vehicles at plane intersection |
CN104328722A (en) * | 2014-09-28 | 2015-02-04 | 吴小平 | Design scheme of one-way lane-changing T-shaped intersection |
CN104372725A (en) * | 2014-10-30 | 2015-02-25 | 刘均锁 | Intersection road and turning vehicle organization design method for intersection road |
CN106032658A (en) * | 2015-01-16 | 2016-10-19 | 田志玉 | Novel city traffic management method |
CN107798874B (en) * | 2017-10-31 | 2021-06-22 | 哈尔滨工业大学 | Method for eliminating intersection left-turn phase by using opposite exit lane |
CN108360320B (en) * | 2018-02-28 | 2020-06-02 | 山东理工大学 | Method for designing length of straight-going waiting area of symmetric intersection |
CN110111569A (en) * | 2019-05-05 | 2019-08-09 | 广东振业优控科技股份有限公司 | A kind of level-crossing left turn waiting zone setting appraisal procedure |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH349637A (en) * | 1957-10-07 | 1960-10-31 | Olivero Cedeno Arturo | Urban planning installation for street intersection |
CN1512459A (en) * | 2002-12-30 | 2004-07-14 | 李德利 | Traffic command system for motor vehicle at cross |
CN1542225A (en) * | 2003-11-07 | 2004-11-03 | 雍尚平 | Traffic lane setting method and traffic control organization at signal crossing |
CN100408757C (en) * | 2005-08-23 | 2008-08-06 | 邹世才 | Non-collision left turn method for automobile and bicycle at crossing of urban arterial road |
CN101033597B (en) * | 2006-03-08 | 2011-03-09 | 龙建路桥股份有限公司 | City crossroad |
CN101320518A (en) * | 2008-04-07 | 2008-12-10 | 北京安效技术有限公司 | Traffic control method for road junction and traffic signal controller |
CN101256716A (en) * | 2008-04-11 | 2008-09-03 | 张南 | Road grade crossing non-conflict traffic mode arrangement and control method |
KR100893329B1 (en) * | 2008-07-18 | 2009-04-14 | 복 성 김 | 2-phase signal intersection system |
-
2009
- 2009-11-05 CN CN2009101537450A patent/CN102051845A/en active Pending
-
2010
- 2010-11-03 WO PCT/CN2010/001768 patent/WO2011054187A1/en active Application Filing
Cited By (43)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102493298B (en) * | 2011-11-17 | 2014-01-01 | 何晓艳 | Intersection capable of realizing simultaneous left turn |
CN102493298A (en) * | 2011-11-17 | 2012-06-13 | 何晓艳 | Intersection capable of realizing simultaneous left turn |
CN102758392A (en) * | 2012-07-12 | 2012-10-31 | 上海市城市建设设计研究总院 | Left turning system for non-power-driven vehicle at intersection |
CN102758392B (en) * | 2012-07-12 | 2014-10-15 | 上海市城市建设设计研究总院 | Left turning system for non-power-driven vehicle at intersection |
CN103046444B (en) * | 2013-01-11 | 2015-04-29 | 黄宝文 | Intersection with optimized settings and traffic control method of the intersection |
CN103046444A (en) * | 2013-01-11 | 2013-04-17 | 黄宝文 | Intersection with optimized settings and traffic control method of the intersection |
CN103898818A (en) * | 2013-04-26 | 2014-07-02 | 赵仁宝 | Road traffic marking system |
CN103898818B (en) * | 2013-04-26 | 2016-04-20 | 赵仁宝 | A kind of road traffic marking system |
CN103469708A (en) * | 2013-09-18 | 2013-12-25 | 王宝民 | Signal controlling and transiting scheme of crossroad |
CN103632552A (en) * | 2013-12-16 | 2014-03-12 | 丁可佳 | Simple crossroads stacking traffic system for time-division left-turning |
CN104164811A (en) * | 2014-07-26 | 2014-11-26 | 张文知 | Right-side portable short-lane |
EP2991056A3 (en) * | 2014-08-29 | 2016-11-09 | Leung, Valiant Yuk Yuen | Dual mode traffic intersection, system for directing traffic at a traffic intersection, and method therefor |
CN104195907A (en) * | 2014-09-28 | 2014-12-10 | 丁乃祥 | Road junction capable of realizing simultaneous left turning of vehicles in multiple directions and traffic method |
CN105297566A (en) * | 2015-03-04 | 2016-02-03 | 颜子楠 | Closed type traffic intersection |
CN105297566B (en) * | 2015-03-04 | 2017-11-24 | 颜子楠 | A kind of closed traffic intersection |
CN105568802A (en) * | 2015-12-18 | 2016-05-11 | 吉林大学 | Crossed intersection left-turn guide line designing method |
CN105568802B (en) * | 2015-12-18 | 2017-12-12 | 吉林大学 | Intersection turns left to guide line design method |
CN105654738A (en) * | 2015-12-31 | 2016-06-08 | 张明 | Composition structure of intersection and left-turn control method for intersection |
CN107293128A (en) * | 2016-03-31 | 2017-10-24 | 刘国杰 | Big flow level-crossing complex control system |
RU2718891C1 (en) * | 2016-05-19 | 2020-04-15 | Валиант Юк Юэнь ЛЬОНГ | Traffic intersection |
CN106337343A (en) * | 2016-07-05 | 2017-01-18 | 张明 | Three-way intersection and lane change control method thereof |
CN106337343B (en) * | 2016-07-05 | 2019-11-12 | 珠海达理宇航科技有限公司 | A kind of three-way intersection and its lane-change method of controlling |
CN106205153A (en) * | 2016-07-12 | 2016-12-07 | 张明 | The first from left district, a kind of crossing structure rearward and become left method of controlling after keeping straight on |
CN106157639A (en) * | 2016-07-12 | 2016-11-23 | 张明 | The pavement structure of a kind of crossing and time delay thereof become left method of controlling |
CN106023606B (en) * | 2016-07-15 | 2018-12-04 | 珠海达理宇航科技有限公司 | The crossing structure of intersection and its become left control method twice |
CN106023606A (en) * | 2016-07-15 | 2016-10-12 | 张明 | Crossing structure of intersection and twice left-lane-changing control method |
CN106192639A (en) * | 2016-08-16 | 2016-12-07 | 叶营防 | A kind of right-angled intersection turns left to shift to an earlier date reverse passing method |
CN106192639B (en) * | 2016-08-16 | 2019-01-11 | 叶营防 | A kind of right-angled intersection turns left to shift to an earlier date reverse passing method |
CN107034752A (en) * | 2017-03-22 | 2017-08-11 | 北京工业大学 | A kind of safe and efficient accessible distribution lane formula traffic road junction |
CN107034752B (en) * | 2017-03-22 | 2019-04-05 | 北京工业大学 | A kind of safe and efficient accessible distribution lane formula traffic road junction |
CN107134157B (en) * | 2017-06-29 | 2020-10-02 | 盐城工学院 | Turning traffic flow organization method and device and electronic equipment |
CN107134157A (en) * | 2017-06-29 | 2017-09-05 | 盐城工学院 | Turning wagon flow organizing method, device and electronic equipment |
CN109706807A (en) * | 2017-10-25 | 2019-05-03 | 山东大学 | A kind of novel crossed mouth left turn lane and left-hand rotation method |
US11302185B2 (en) | 2018-04-17 | 2022-04-12 | Valiant Yuk Yuen LEUNG | Synergistic reconfigurable traffic intersection |
CN108560342A (en) * | 2018-06-14 | 2018-09-21 | 刘志涛 | Combined type straight trip flat turn viaduct |
CN110616607A (en) * | 2018-06-20 | 2019-12-27 | 周立新 | Plane traffic system and urban traffic system with same |
CN110616603A (en) * | 2018-06-20 | 2019-12-27 | 周立新 | Plane traffic system and urban traffic system with same |
CN110616608A (en) * | 2018-06-20 | 2019-12-27 | 周立新 | Plane traffic system and urban traffic system with same |
WO2019242651A1 (en) * | 2018-06-20 | 2019-12-26 | 周立新 | Traffic system |
CN109440555A (en) * | 2018-11-06 | 2019-03-08 | 曹锦� | A method of improving the road plane junction of three roads traffic capacity |
CN110189519A (en) * | 2019-05-23 | 2019-08-30 | 东南大学 | It is a kind of to turn left to shift the signal priority control method and its application combined with parking twice |
CN110189519B (en) * | 2019-05-23 | 2021-06-11 | 东南大学 | Signal priority control method combining left-turn shift and secondary parking and application thereof |
CN112376340A (en) * | 2020-12-03 | 2021-02-19 | 吉林大学 | Design method for left-turn intersection guide line and left-turn stop line |
Also Published As
Publication number | Publication date |
---|---|
WO2011054187A1 (en) | 2011-05-12 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102051845A (en) | Flat intersection left turn entrance lane removing method and method for driving on flat intersection left turn entrance lane | |
CN101033597B (en) | City crossroad | |
CN101256716A (en) | Road grade crossing non-conflict traffic mode arrangement and control method | |
CN101463582A (en) | Method for setting road traffic signal and controlling crossing traffic | |
CN1752344A (en) | T-type signal control crossing traffic designing and traffic controlling method | |
CN113362623B (en) | Continuous flow intersection left-turn non-motor vehicle traffic organization system and signal control method | |
CN110444029A (en) | The parallel turning to left of level crossing | |
CN108999042A (en) | It is a kind of based on traffic circle without red light overpass at crossroads | |
CN106592360A (en) | Lane structure capable of realizing lane-borrowing passing, and passing method of lane structure | |
CN101255674A (en) | Method and road structure for run of road junction without block | |
WO2014015682A1 (en) | Structure based on twist-type overpass on urban road and use thereof | |
CN201305801Y (en) | No-wait road without traffic light | |
CN102733275A (en) | Advance left-hand steering and its driving method | |
CN102127886A (en) | Multifunctional tunnel and road parking area | |
RU2445419C2 (en) | Method and device to design stop-free and safe passage of crossing lying on same level by vehicles | |
CN108442197B (en) | Channeling and passing method for arranging bus stop and bus lane at intersection | |
CN107464431B (en) | Two-phase passing method for plane intersection | |
CN112211051A (en) | Signal-lamp-free four-side passable cross road system | |
CN110344296A (en) | Traffic lights road is cancelled in a kind of crossroad and T-shaped road junction | |
CN102787540A (en) | Unimpeded overpass | |
CN202280005U (en) | Crossroad of pedestrian secondary waiting zone | |
CN108385458A (en) | A kind of barrier-free crossroad mouth | |
WO2014205610A1 (en) | Traffic intersection with earlier left-hand passing | |
CN102330396B (en) | Intersection for pedestrian secondary waiting areas | |
CN1213205C (en) | Road system for vehicles to pass through road cross safely and smoothly |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
DD01 | Delivery of document by public notice |
Addressee: Hu Changpeng Document name: Notification of before Expiration of Request of Examination as to Substance |
|
DD01 | Delivery of document by public notice |
Addressee: Hu Changpeng Document name: Notification that Application Deemed to be Withdrawn |
|
C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20110511 |