CN106355904A - Intersection optimizing brightening of green light for both direct movement and left turning and organizational method thereof - Google Patents

Intersection optimizing brightening of green light for both direct movement and left turning and organizational method thereof Download PDF

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Publication number
CN106355904A
CN106355904A CN201610899467.3A CN201610899467A CN106355904A CN 106355904 A CN106355904 A CN 106355904A CN 201610899467 A CN201610899467 A CN 201610899467A CN 106355904 A CN106355904 A CN 106355904A
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CN
China
Prior art keywords
signal designation
lane
track signal
switches
phase
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
Application number
CN201610899467.3A
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Chinese (zh)
Inventor
蒋应红
龚诚
范宇杰
余欢
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Urban Construction Design Research Institute Co ltd
Original Assignee
Shanghai Urban Construction Design Research Institute Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shanghai Urban Construction Design Research Institute Co ltd filed Critical Shanghai Urban Construction Design Research Institute Co ltd
Priority to CN201610899467.3A priority Critical patent/CN106355904A/en
Publication of CN106355904A publication Critical patent/CN106355904A/en
Pending legal-status Critical Current

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    • GPHYSICS
    • G08SIGNALLING
    • G08GTRAFFIC CONTROL SYSTEMS
    • G08G1/00Traffic control systems for road vehicles
    • G08G1/07Controlling traffic signals

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  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Traffic Control Systems (AREA)

Abstract

The invention discloses an intersection optimizing the brightening of a green light for both direct movement and left turning, comprising an intersection and multiple lane signal indicator boards, wherein the multiple lane signal indicator boards are correspondingly arranged on each lane entering the intersection; and each lane signal indicator board is located 30m to 60m away from the intersection. The signals at the intersection are switched by five phase positions in a cycling manner based on the lane changing function of the lane signal indicator board which controls each lane. The time of entering the lane and spatial resources at the intersection are combined. By reasonably allocating the turning flow at the intersection and spatial and time resources at signal timing, the following unbalanced condition can be effectively solved: in the prior intersection, traffic waiting for turning left queue up too long as the traffic turning left are unbalanced at the left turning lane of the intersection.

Description

Optimize straight trip to turn left to close crossing and its method for organizing putting green light
Technical field
The present invention relates to traffic light technical field, optimize, particularly to a kind of, the crossing that green light is put in straight trip left-hand rotation conjunction And its method for organizing.
Background technology
Urban road resource day is becoming tight, and Urban Traffic Jam Based is day by day serious, and the bottleneck " root " of often congestion It is all a slight crossing, the queuing that some direction of even some entrance driveway is caused is overflowed, and then leads to The paralysis of whole crossing.Therefore, how more to improve the traffic capacity of crossing, the more reasonable distribution crossing time and space provides Source, road resource utilization is maximized, and is to be effectively improved city " congestion disease " i.e. economy and effective " benefit short slab " Measure.
In fact, intersection turning flow be often always at during signal timing dial cannot in a balanced way during, such as Object orientation under same phase condition, often occurs small one and large one tide traffic conditions, and currently often by tune Entire signal timing or increase added turning lane, but under crossing physical space limited conditions limit, increase added turning lane difficult Degree is big, and object is turned to simple being adjusted by signal timing dial of unbalanced situation equally to improve benefit very limited.
Content of the invention
In view of the drawbacks described above of prior art, the present invention provide a kind of optimize straight trip turn left to close the crossing putting green light and Its method for organizing, one of purpose of realization is setting track signal designation board before intersection channelizing section, is referred to by track signal Show board changing Lane function to increase a variable phase, by the time and space resource consolidation in crossing inlet road, Ke Yiyou Effect solves existing crossing left-hand rotation entrance driveway " object is unbalanced between turning left ".
For achieving the above object, the invention provides a kind of optimize the crossing that green light is put in straight trip left-hand rotation conjunction, including intersection Mouthful, track signal designation board.
Wherein, described track signal designation board has some pieces, is correspondingly arranged at every car entering described crossing respectively On road, described track signal designation memorial tablet is in the position apart from 30 meters to 60 meters of described crossing.
Preferably, described track signal designation board is arranged on portal frame, and described portal frame is arranged on track.
Described optimization straight trip turns left to close the crossing method for organizing putting green light, by car described in each track on described crossing Road signal designation board is circulated switching, and step is as follows:
A) switch to first phase, described first phase is north-south motor vehicles left turn phase, be arranged on north-south and travel Track in described track signal designation board on straight trip or left turn lane switch to the current state of left-hand rotation;It is arranged on other cars State that described track signal designation board on road switches to that no through traffic;
B) switch to second phase, described second phase is single import directly left vehicle pass-through phase place;It is arranged on and northwards travel In track, the described track signal designation board of straight trip or left turn lane switches to straight trip or current state of turning left, be arranged on to In northern traveling lane, the described track signal designation board of Through Lane switches to the current state of straight trip, is arranged on traveling lane northwards The described track signal designation board of middle left turn lane switches to the current state of left-hand rotation;It is arranged on the described track letter on other tracks State that number direction board switches to that no through traffic;
C) switch to third phase, described third phase is north-south motor vehicles straight trip phase place, is arranged on north-south and travels Track in described track signal designation board on Through Lane switch to the current state of straight trip;It is arranged on the institute on other tracks State the track signal designation board state that switches to that no through traffic;
D) switch to the 4th phase place, described 4th phase place is East and West direction motor vehicles straight trip phase place, is arranged on East and West direction and travels Track in described track signal designation board on Through Lane switch to the current state of straight trip;It is arranged on the institute on other tracks State the track signal designation board state that switches to that no through traffic;
E) switch to the 5th phase place, described 5th phase place is East and West direction motor vehicles left turn phase, be arranged on East and West direction and travel Track in described track signal designation board on left turn lane switch to the current state of left-hand rotation;It is arranged on the institute on other tracks State the track signal designation board state that switches to that no through traffic.
Beneficial effects of the present invention:
1st, the present invention is effectively increased the unidirectional left-hand rotation in the crossing traffic capacity, and left-hand rotation motor vehicles queuing time is greatly reduced.
2nd, exploitativeness of the present invention, by force it is not necessary to carry out large-scale redevelopment to existing crossing, only need to be put before crossing Put a portal frame, traffic control signal, identifier marking are adjusted.Therefore, construction risk is low, difficulty is little, exploitativeness By force;For the region that crossing land used is more nervous, have no significant effect, all can implement.
3rd, low cost of the present invention, environmental protection more more economical than transformation crossing.
Technique effect below with reference to design, concrete structure and generation to the present invention for the accompanying drawing is described further, with It is fully understood from the purpose of the present invention, feature and effect.
Brief description
Fig. 1 is illustrated that the current view of crossing first phase in one embodiment of the invention.
Fig. 2 is illustrated that the current view of crossing second phase in one embodiment of the invention.
Fig. 3 is illustrated that the current view of crossing third phase in one embodiment of the invention.
Fig. 4 is illustrated that the current view of crossing the 4th phase place in one embodiment of the invention.
Fig. 5 is illustrated that the current view of crossing the 5th phase place in one embodiment of the invention.
Fig. 6 is illustrated that the structural representation of setting portal frame in crossing in one embodiment of the invention.
Fig. 7 is illustrated that the structural representation of portal frame in one embodiment of the invention.
Fig. 8 is illustrated that the view of the portal frame of second phase state in one embodiment of the invention.
Specific embodiment
Embodiment
A kind of optimization straight trip turns left to close the crossing putting green light, including crossing, track signal designation board 2 as shown in Figure 6.
Wherein, as shown in fig. 7, track signal designation board 2 has some pieces, it is correspondingly arranged at enter crossing every respectively On track.
Track signal designation board 2 is located at the position apart from 30 meters to 60 meters of crossing.
In some preferred embodiments, a portal frame is set at entrance driveway is apart from 60 meters of intersection parking line, in advance Stay 30 meters of lane change sections, when so that track turning function is switched over, motor vehicles complete lane change it is ensured that traffic safety.
Also position can also be at entrance driveway queue section solid line end for portal frame.
In certain embodiments, track signal designation board 2 is arranged on portal frame 1, and portal frame 1 is arranged on track.
As shown in Figures 1 to 5, optimize straight trip to turn left to close the crossing method for organizing putting green light, by each car on crossing Road track signal designation board 2 is circulated switching, and step is as follows:
A) switch to first phase, first phase is north-south motor vehicles left turn phase, be arranged on the car of north-south traveling Track signal designation board 2 on straight trip or left turn lane in road switches to the current state of left-hand rotation;It is arranged on other tracks State that track signal designation board 2 switches to that no through traffic;
B) as shown in figure 8, switching to second phase, second phase is single import directly left vehicle pass-through phase place;Be arranged on to In northern traveling lane, the track signal designation board 2 of straight trip or left turn lane switches to straight trip or current state of turning left, setting In the traveling lane northwards, the track signal designation board 2 of Through Lane switches to the current state of straight trip, is arranged on Travel vehicle northwards In road, the track signal designation board 2 of left turn lane switches to the current state of left-hand rotation;The track signal being arranged on other tracks refers to Show board 2 state that switches to that no through traffic;
C) switch to third phase, third phase is north-south motor vehicles straight trip phase place, is arranged on the car of north-south traveling Track signal designation board 2 on Through Lane in road switches to the current state of straight trip;It is arranged on the track signal on other tracks State that direction board 2 switches to that no through traffic;
D) switch to the 4th phase place, the 4th phase place is East and West direction motor vehicles straight trip phase place, is arranged on the car of East and West direction traveling Track signal designation board 2 on Through Lane in road switches to the current state of straight trip;It is arranged on the track signal on other tracks State that direction board 2 switches to that no through traffic;
E) switch to the 5th phase place, the 5th phase place is East and West direction motor vehicles left turn phase, be arranged on the car of East and West direction traveling Track signal designation board 2 on left turn lane in road switches to the current state of left-hand rotation;It is arranged on the track signal on other tracks State that direction board 2 switches to that no through traffic.
Nationality carries out canalization scheme enforcement, one steering changeable driveway of setting by the unidirectional entrance driveway in crossing, strengthens unidirectional The entrance driveway traffic capacity, is greatly reduced left-hand rotation motor vehicles queuing time.
Present invention is particularly suitable for the excessive crossing of unidirectional left-hand rotation straight trip flow, can be with the single side of effectively solving entrance driveway To caused queuing overflow problem, greatly improve the traffic capacity of whole crossing.
The preferred embodiment of the present invention described in detail above.It should be appreciated that those of ordinary skill in the art is no Need creative work just can make many modifications and variations according to the design of the present invention.Therefore, all technology in the art It is available that personnel pass through logical analysis, reasoning, or a limited experiment under this invention's idea on the basis of existing technology Technical scheme, all should be in the protection domain being defined in the patent claims.

Claims (3)

1. a kind of optimization straight trip turns left to close the crossing putting green light, including crossing, track signal designation board (2);Its feature exists In described track signal designation board (2) has some pieces, is correspondingly arranged at respectively on every track entering described crossing, institute State track signal designation board (2) and be located at the position apart from 30 meters to 60 meters of described crossing.
2. according to claim 1 a kind of optimize straight trip and turn left to close the crossing putting green light it is characterised in that described track Signal designation board (2) is arranged on portal frame (1), and described portal frame (1) is arranged on track.
3. a kind of optimization straight trip turns left to close the crossing method for organizing putting green light, by track described in each track on described crossing Signal designation board (2) is circulated switching, and step is as follows:
A) switch to first phase, described first phase is north-south motor vehicles left turn phase, be arranged on the car of north-south traveling Described track signal designation board (2) on straight trip or left turn lane in road switches to the current state of left-hand rotation;It is arranged on other cars State that described track signal designation board (2) on road switches to that no through traffic;
B) switch to second phase, described second phase is single import directly left vehicle pass-through phase place;It is arranged on traveling lane northwards Described track signal designation board (2) of middle straight trip or left turn lane switches to straight trip or current state of turning left, be arranged on to In northern traveling lane, described track signal designation board (2) of Through Lane switches to the current state of straight trip, is arranged on and northwards travels In track, described track signal designation board (2) of left turn lane switches to the current state of left-hand rotation;It is arranged on the institute on other tracks State track signal designation board (2) state that switches to that no through traffic;
C) switch to third phase, described third phase is north-south motor vehicles straight trip phase place, is arranged on the car of north-south traveling Described track signal designation board (2) on Through Lane in road switches to the current state of straight trip;It is arranged on the institute on other tracks State track signal designation board (2) state that switches to that no through traffic;
D) switch to the 4th phase place, described 4th phase place is East and West direction motor vehicles straight trip phase place, is arranged on the car of East and West direction traveling Described track signal designation board (2) on Through Lane in road switches to the current state of straight trip;It is arranged on the institute on other tracks State track signal designation board (2) state that switches to that no through traffic;
E) switch to the 5th phase place, described 5th phase place is East and West direction motor vehicles left turn phase, be arranged on the car of East and West direction traveling Described track signal designation board (2) on left turn lane in road switches to the current state of left-hand rotation;It is arranged on the institute on other tracks State track signal designation board (2) state that switches to that no through traffic.
CN201610899467.3A 2016-10-14 2016-10-14 Intersection optimizing brightening of green light for both direct movement and left turning and organizational method thereof Pending CN106355904A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107134157A (en) * 2017-06-29 2017-09-05 盐城工学院 Turning wagon flow organizing method, device and electronic equipment
CN111833592A (en) * 2019-04-18 2020-10-27 杭州海康威视数字技术股份有限公司 Intersection traffic organization optimization method and device and computer equipment

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JP2012178033A (en) * 2011-02-25 2012-09-13 Sumitomo Electric Ind Ltd Signal control determination device, computer program and signal control propriety determination method
CN202795760U (en) * 2012-10-11 2013-03-13 上海市城市建设设计研究总院 An intersection passage system capable of transforming the lane turning functions within a single signal period
CN103258436A (en) * 2013-05-21 2013-08-21 东南大学 Method for determining length of variable guide lane for signal control intersection approach
JP2014026604A (en) * 2012-07-30 2014-02-06 Masatake Akashi Traffic signal apparatus for obtaining 100% effectiveness of green light
CN103700273A (en) * 2014-01-06 2014-04-02 东南大学 Signal timing optimization method based on variable guide lane
CN104318788A (en) * 2014-10-05 2015-01-28 哈尔滨工业大学 Method for improving space resource utilization efficiency of intersection entrance lane

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Publication number Priority date Publication date Assignee Title
JP2012178033A (en) * 2011-02-25 2012-09-13 Sumitomo Electric Ind Ltd Signal control determination device, computer program and signal control propriety determination method
JP2014026604A (en) * 2012-07-30 2014-02-06 Masatake Akashi Traffic signal apparatus for obtaining 100% effectiveness of green light
CN202795760U (en) * 2012-10-11 2013-03-13 上海市城市建设设计研究总院 An intersection passage system capable of transforming the lane turning functions within a single signal period
CN103258436A (en) * 2013-05-21 2013-08-21 东南大学 Method for determining length of variable guide lane for signal control intersection approach
CN103700273A (en) * 2014-01-06 2014-04-02 东南大学 Signal timing optimization method based on variable guide lane
CN104318788A (en) * 2014-10-05 2015-01-28 哈尔滨工业大学 Method for improving space resource utilization efficiency of intersection entrance lane

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107134157A (en) * 2017-06-29 2017-09-05 盐城工学院 Turning wagon flow organizing method, device and electronic equipment
CN107134157B (en) * 2017-06-29 2020-10-02 盐城工学院 Turning traffic flow organization method and device and electronic equipment
CN111833592A (en) * 2019-04-18 2020-10-27 杭州海康威视数字技术股份有限公司 Intersection traffic organization optimization method and device and computer equipment
CN111833592B (en) * 2019-04-18 2022-05-31 杭州海康威视数字技术股份有限公司 Intersection traffic organization optimization method and device and computer equipment

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Application publication date: 20170125