CN107293128A - Big flow level-crossing complex control system - Google Patents
Big flow level-crossing complex control system Download PDFInfo
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- CN107293128A CN107293128A CN201610193507.2A CN201610193507A CN107293128A CN 107293128 A CN107293128 A CN 107293128A CN 201610193507 A CN201610193507 A CN 201610193507A CN 107293128 A CN107293128 A CN 107293128A
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- 230000001360 synchronised effect Effects 0.000 description 3
- 230000003993 interaction Effects 0.000 description 2
- 238000002955 isolation Methods 0.000 description 2
- 230000005012 migration Effects 0.000 description 2
- 238000013508 migration Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 230000007935 neutral effect Effects 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- VVNRQZDDMYBBJY-UHFFFAOYSA-M sodium 1-[(1-sulfonaphthalen-2-yl)diazenyl]naphthalen-2-olate Chemical compound [Na+].C1=CC=CC2=C(S([O-])(=O)=O)C(N=NC3=C4C=CC=CC4=CC=C3O)=CC=C21 VVNRQZDDMYBBJY-UHFFFAOYSA-M 0.000 description 1
Classifications
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- G—PHYSICS
- G08—SIGNALLING
- G08G—TRAFFIC CONTROL SYSTEMS
- G08G1/00—Traffic control systems for road vehicles
- G08G1/07—Controlling traffic signals
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
- E01C1/002—Design or lay-out of roads, e.g. street systems, cross-sections ; Design for noise abatement, e.g. sunken road
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- 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
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- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Lighting Device Outwards From Vehicle And Optical Signal (AREA)
Abstract
A kind of big flow intersection accidents control mode, first by intersection entrance direction（3）Left turn lane is adjusted to same side outlet to outermost track（6）, set line to be turned（11）, and across to track（7）.Move, be arranged in front of crossing at 5 ~ 15 meters after entrance side stop line entirety.In intersection, motor vehicle sets four class signal lamps, and first is straight trip+right-hand rotation+left rotaring signal lamp, is main signal light（15）；Second is that left-hand rotation is treated across to lane signal lamp（18）；3rd is to export to beacon light（20）.Left-hand rotation is treated across to lane signal lamp（18）With outlet to beacon light（20）Within the main signal light complete green or complete red cycle；4th is pedestrian and non motorized vehicle signal lamp（21）, in the green light second half section of this direction main signal light.The present invention effect be:Only two-phase, no cross jamming influence in a main signal cycle is realized, the traffic capacity of intersection greatly improved.
Description
Technical field
Big flow intersection complex control system, can as common plane intersection traffic organization and control, especially fit
For cross junction, " T " -intersection.Belong to road traffic technical field, be related to a kind of plane intersection traffic structure.
Background technology
Conventional planar intersection is using Way in wagon flow all in waiting signal lamp control at crossing at Way in
Current, straight trip is by middle lane, and right-turn lane is waited to turn in the outer part, or merges with right side Through Lane, including left turn lane
Wait to turn in side track.Often due to turn left it is forward wait to turn, occupy the valuable path resource in intersection, and have impact on to straight traffic
Road it is current.Synchronous signal lamp turns to crosspoint to ensure that each flow is reduced, many using the control of four phase signals, causes car
Many times are few, and seldom, queue length and stand-by period are all significantly for the transit time that each flow is assigned within each signal period
Increase.
Simultaneously as employ four intersecting messengers controls, during Way in wagon flow is queued up or be current, homonymy goes out
Mouth direction lane vehicle seldom, result in the significant wastage of traffic resource.
Hu Chang touches the Chinese invention patent " migration of usual friendship mouthful left-hand rotation entrance driveway and its running method " of application（Application number
CN200910153745.0）Give a kind of usual friendship mouthful left-hand rotation entrance driveway migration and its running method, including two two-way lanes
Road intersection and right-turn lane and left turn lane composition.Left turn lane includes original and is arranged at crossing on the left of entrance driveway
Left-hand rotation entrance driveway, Xian Jiangqi roads are migrated on the right side of exit ramp, and are setting left-hand rotation to treat toward back segment away from the former left-hand rotation entrance driveway in crossing
Yue Dao, more road junction, grade crossing signal lamp and setting Dao Qu, road area signal lamp, tilting signal lamp in exit ramp road.Left turning vehicle
Driving into left-hand rotation Dai Yue roads from runway waits green light to let pass, and then through more road junction, the left side on the right side of exit ramp is driven into Xie Yuedao areas again
Turn entrance driveway and wait turning.It is disadvantageous in that：Crossing stop line is trapezoidal tilting, and crossing is more mixed and disorderly.Signal control to crossing
System does not illustrate clearly.In the disclosure in this patent, each grade crossing signal lamp and tilting signal lamp are believed with same two-way Through Lane
Signal lamp is synchronous aobvious red green or slightly staggered, and may so cause a large amount of vehicles by crossing at the end of green light is fast, with
The vehicle congestion that cross-line turns left is at crossing, and in left-hand rotation car and right-hand rotation car negligible amounts, it is impossible to make full use of each outlet car
The path resource in road.Cause Way out track vacant for a long time.
" a kind of plane crossroads of left-hand rotation Lothrus apterus are dredged is the Chinese invention patent of Xi'an Polytechnic University's application
System "（Application number CN201510433845.4）A kind of design of intersection is given, in any road in existing intersection
The leftmost side track of direction of traffic sets left-hand rotation guiding channel at stop line certain position, in reverse most right in homonymy crossing
Side track sets left-hand bend area to be transferred, and left-hand rotation guiding channel is connected with left-hand bend area to be transferred；It is disadvantageous in that：Touched with Hu Chang
Patent content is identical, only increases leftmost side track apart from 20 ~ 100 meters of stop line, while turn inside diameter space is small, and without deeply grinding
Study carefully, in terms of signal lamp, it has 6 kinds of signal conditions, and signal condition is more, complex operation, and the signal period is longer.Exploitativeness compared with
Difference.
A kind of Chinese invention patent " intersection Two-phases signal control and canalization method " of South China Science ＆ Engineering University's application（Shen
Please number CN201510275425.8）Give a kind of control of intersection Two-phases signal and canalization method, including intersection is every
One road is respectively provided with straight trip and right-hand rotation wagon flow through lane in entrance driveway direction；Each road of intersection is in entrance driveway side
Turn lane is set to immutable section of front, each road of intersection is respectively provided with central partition in Way out or widened
The Through Lane waited in line of left turn traffic only for left side entrance driveway direction；Vehicle enters intersection, it is necessary to the car turned left
Turned right in right-turn lane together with right-hand rotation wagon flow, then left turning vehicle passes through turn lane and entered only queues up for this left turn traffic
The Through Lane of wait, realizes.It is disadvantageous in that：The vehicle of all left-hand rotations will first turn right, then turn left.Vehicle falls
The radius of turn that head left-hand rotation needs is larger, when vehicle is more, is easy to produce congestion and scratches.Particularly large car, it is more difficult to
Realization turns around to turn.
The content of the invention
It is an object of the invention to provide a kind of solution for putting forward the efficient level-crossing traffic capacity.It includes car
Road horizontal layout system and traffic signal control system two large divisions.Track horizontal layout system is by intersection entrance direction
（3）Left turn lane is adjusted to homonymy exit lane（8）Outermost track, turns left to wait to turn setting at a certain distance from crossing
Line, and connection entrance to same side outlet laterally across to track（7）.
Traffic signal control system is setting three class traffic lights, class pedestrian and non motorized vehicle road letter including motor vehicle
Signal lamp.Motor vehicle signal lamp is divided into straight trip+right-hand rotation+left-hand rotation main signal light（15）；Left-hand rotation is treated across to lane signal lamp（18）；Go out
Mouthful to beacon light（20）.Left-hand rotation is treated across to lane signal lamp（18）Green light be located at crisscross main signal light green light when
The second half section of section.Export to beacon light（20）The left-hand rotation of red and green signals and correspondence position is treated across to lane signal lamp（18）
Red and green signals it is opposite.
Main signal light is divided into two-phase, and crisscross straight trip, right-hand rotation, a left turning vehicle are controlled when each identical.In order to
Avoid right-turning vehicles and pedestrian, non power driven vehicle from intersecting, make straight trip, right-hand rotation, turn left while controlled.As crisscross A（1）
On main signal light（15）When green light is lighted, crisscross A（1）Straight trip, right-hand rotation, turn left simultaneously start pass through intersection.By
It is less than through vehicles number in general left-hand rotation and right-turning vehicles quantity, left-hand rotation, right-turning vehicles are typically most absolutely in the front half section of green light
After number has all passed through and finished, crisscross B（2）Export to beacon light（20）Red light will be lighted, and B is subsequently reached again and is gone out
Mouthful to beacon light（20）Outlet at red light will stop to vehicle.At the same time, crisscross B（2）Entrance is turned left
Treat across to lane signal lamp（18）Green light will light, crisscross B（2）Entrance to left turning vehicle will pass through across right
To track（7）, into crisscross B（2）The road to be changed trains or buses that turns left on the outside of Way out after cross-line（6）On wait turn.Hereafter intersect
Direction A（1）Upper green light becomes red light, while crisscross B（2）Upper red light becomes green light, and B is exported to beacon light（20）It is red
Lamp also becomes green light, crisscross B（2）Straight trip, right-hand rotation, left turning vehicle simultaneously start pass through intersection.In crisscross B
（2）Green light second half section, as before, crisscross A（1）Way in left turning vehicle also begin to enter hand over
Pitch direction A（1）Way out on the outside of the road to be changed trains or buses that turns left after cross-line wait to turn, until crisscross B（2）Green light become red
After lamp, start the circulation of a new signal period again.
Crisscross A（1）And B（2）Pedestrian and non motorized vehicle, it is each leisure its main signal cycle green light second half section lead to
Cross intersection.Pedestrian and non motorized vehicle signal lamp（21）Set and treated with left-hand rotation across to lane signal lamp（18）Unanimously.During green light
Section is located at the second half section of main signal light green light period, and right-hand rotation and left turning vehicle now in the same direction is seldom, pedestrian and non-maneuver
Car will be safer by crossing, and pedestrian and non motorized vehicle now passes through intersection., can be by the party such as in order to safer
To left-hand rotation and right turn signal red light is all become by green light.
Turn left for the ease of Way in and smoothly turn and enter road to be changed trains or buses on the outside of homonymy Way out, across to track
（7）It it is 30 ~ 40 meters along the length of road longitudinal direction.In order to prevent outlet to through vehicles met head on cross-line left turning vehicle
Collision, the anti-of Way out meets head on to hit stop line（12）It is arranged on across to track（7）At first 10 ~ 30 meters.For the ease of a left side
Change trains or buses to pass through intersection, into the exit lane of intersection, do not occur to scratch with the vehicle of crisscross wait,
Entrance side straight trip, right-hand rotation stop line（9）With across to the left-hand rotation stop line behind track（10）Moved after entirety, be arranged at people's row horizontal
Road（14）At 5 ~ 15 meters of front.
The straight trip of Way in, right-hand rotation, turn left and passed through with the control of same signal, be so to prevent right-turning vehicles if not
By signal control, crisscross through vehicles are easily disturbed, crisscross traffic efficiency is reduced.If while right-turning vehicles
It is more, outlet may be made to beacon light（20）The vehicle of preceding queuing is too many, will be right if extending to intersection
Current influence is very big.In track use, straight trip and right-hand rotation wagon flow can share a track, can also right-turning vehicles it is independent
1 ~ 2 track is taken on the outside of Way in.
Across to the stop line to be turned that turns left before track（11）Being arranged at the distance behind pavement is：Way in wagon flow
The signal period left-hand rotation car number * unit vehicle commanders of peak period one（6 ~ 9 meters）.This length is to meet the Way out of homonymy
The quantity that the queuing vehicle in road to be changed trains or buses that turns left can be accommodated without departing from a signal period, otherwise across to the left side behind track
A length exceeded that turns to wait to change trains or buses may take the vehicle of the Way out that driving comes after the Through Lane of Way out, influence
It is current.
Turn around vehicle and left turning vehicle utilizes the road to be changed trains or buses that turns left of entrance side jointly（4）, jointly by left-hand rotation signal to be transferred
Lamp（18）Control, the vehicle that turns around is in the stop line to be turned that turns left（11）Turned around at 5 ~ 10 meters of rear.So left turning vehicle and turn around car
May be by homonymy to track without vehicle when neutral gear.While the vehicle that turns around turns around at the rear of left-hand rotation car, both are mutual
Do not influence.
When left turning vehicle quantity is more, cause when changing trains or buses longer, set two and the above turn left road to be changed trains or buses and
Across to track（7）.
Way in turns left line to be turned to the track between crossroad, can be used for straight traffic.Master can so be made
The green light period of signal lamp, there are more straight traffics can be by crossing.
Three class vehicle signals and a class non-motor vehicle signal are uniformly controlled by traffic signal controlling machine.Main signal light（15）
Two crisscross two-phases are only corresponded to, two crisscross vehicle interactions pass through, and greatly reduce stopping for all directions
The car stand-by period.
This big flow intersection is set on bus stop also without too big influence, and bus stop sets more satisfactory position
There are two, one is in Way in side；Another Way out that is in is across to track（7）Rear.If Way out across to
Track（7）It is too remote apart from crossing, bus station can also be arranged on to the road to be changed trains or buses that turns left after cross-line（6）Inner side.Simply at this moment
The passenger of bus needs to pass through the road to be changed trains or buses that turns left after cross-line up and down（6）.
Brief description of the drawings
The crossing state of front half section when Fig. 1 is the crisscross A main signal lights green light in crossroad of the present invention.
The crossing state of second half section when Fig. 2 is the crisscross A main signal lights green light in crossroad of the present invention.
The crossing state of front half section when Fig. 3 is the crisscross B main signal lights green light in crossroad of the present invention.
The crossing state of second half section when Fig. 4 is the crisscross B main signal lights green light in crossroad of the present invention.
The crossing state of front half section when Fig. 5 is the crisscross A main signal lights green light in T-shaped crossing of the present invention.
The crossing state of second half section when Fig. 6 is the crisscross A main signal lights green light in T-shaped crossing of the present invention.
The crossing state of front half section when Fig. 7 is the crisscross B main signal lights green light in T-shaped crossing of the present invention.
The crossing state of second half section when Fig. 8 is the crisscross B main signal lights green light in T-shaped crossing of the present invention.
Fig. 9 is crossroad and the T-shaped crossing signals state table of the present invention.
Embodiment
The left-hand rotation car quantity of each Way in is first calculated, by the signal period left-hand rotation car of Way in wagon flow peak period one
Number * unit vehicle commanders（6 ~ 9 meters）, can calculate must cross over to the stop line to be turned that turns left before track（11）Position, by intersection
Way in（3）Left turn lane is adjusted to homonymy exit lane（8）Outermost track, and entrance is connected to outside with same side outlet
Side across to track（7）.
Across to the stop line to be turned that turns left before track（11）Median strip in the range of 30 meters of front, rear 10
Or isolation guardrail removes.
It will be moved to after crossing stop line and central isolation guardrail in front of sidewalk line at 5 ~ 15 meters.
Bus stop set location is selected, bus station is preferentially arranged on bus stop and is arranged on Way in side, or is going out
Mouthful direction is across to track（7）Rear.
Main parking graticule is set at 5 ~ 15 meters in front of the sidewalk line, including straight trip, is turned right and left turn lane.In entrance side
To the parking spot to be turned of turning left set and turn left to wait to turn a parking graticule（11）, the line is also the vehicle line to be turned that turns around.In exporter
To across to track（7）At 10 ~ 30 meters, outlet is set to meet head on to hit stop line to anti-（12）.
Entrance at each crossing sets main signal light（15）, generally, main signal light（15）Straight trip, the right side are controlled simultaneously
Turn and across to track（7）Left turning vehicle afterwards；（Such as the pedestrian and non motorized vehicle safety for ensureing street crossing, turn right and across right
To track（7）Left turning vehicle afterwards can be separately provided signal lamp；They and export to beacon light（20）Signal is synchronous）；
Way in leap to the stop line to be turned that turns left before track（11）Front, sets left-hand rotation to treat across to lane signal lamp
（18）.Across to track（7）At 10 ~ 30 meters of front, beacon light is set.
Signal lamp after setting completed, adjusts signal controlling machine, is main signal light（15）Two phase signals are set；Left-hand rotation is treated across right
To lane signal lamp（18）Green light be located at the crisscross main signal light green light period second half section；Export to beacon light
（20）The left-hand rotation of red and green signals and correspondence position is treated across to lane signal lamp（18）Red and green signals it is opposite；Pedestrian and non-maneuver
Car signal lamp（21）Set and treated with left-hand rotation across to lane signal lamp（18）Unanimously.
Wagon flow is run.A first crisscross A（1）Straight trip+right-hand rotation+left-hand rotation green light is lighted, the crisscross two-way wagon flow
It is current；Green light is when the green light during half long green light time, crisscross B（2）Entrance left-hand rotation signal to be transferred lamp（18）'s
Green light is lighted, crisscross B（2）Outlet to beacon light（20）Red light is lighted；Crisscross B（2）Turn left to wait to change trains or buses
Pass through to track, entering inlet/outlet road to be changed trains or buses laterally；While crisscross B（2）Pedestrian and non motorized vehicle pass through road
After mouthful, crisscross A（1）Main signal light（15）Green light be changed into red light；Crisscross B（2）Main signal light red light become
For green light, with crisscross A（1）It is similar；Crisscross B（2）Opposing traffic, subsequent crisscross A（1）Left-hand rotation and pedestrian,
Non-motor vehicle also begins to pass through；So far the process of a signal period is completed, process is constantly circulated according to this, crisscross A（1）
And B（2）Wagon flow pedestrian interaction pass through.
Claims (8)
1. a kind of intersection accidents control system, including track are set and traffic signals tissue two large divisions:Wherein track
Setting includes entrance and turned left road to be changed trains or buses（4）, entrance turns left across to track（7）, turn left road to be changed trains or buses in Way out outside
（6）, three's composition left-hand rotation system;Signal lamp includes three groups of motor vehicle signal lamps, one group of pedestrian and non motorized vehicle signal lamp（21）,
It is characterized in that：Entrance left turn lane is across to track（7）, into to track outside, waiting turn to form left-hand rotation passage in two times
Motor vehicle signal lamp is divided into straight trip+right-hand rotation+left-hand rotation main signal light（15）；Left-hand rotation is treated across to lane signal lamp（18）；Export to
Beacon light（20）.
2. a kind of intersection accidents control system as claimed in claim 1, using three groups of motor vehicle signal lamps, one group of row
People and non-motor vehicle signal lamp, it is characterised in that：Main signal light（15）It is divided into two-phase, control one is crisscross when each identical
Straight trip, right-hand rotation, left turning vehicle；Left-hand rotation is treated across to lane signal lamp（18）Green light be located at crisscross main signal light green light
The second half section of period, export to beacon light（20）The left-hand rotation of red and green signals and correspondence position is treated across to lane signal lamp
（18）Red and green signals on the contrary, pedestrian and non motorized vehicle signal lamp（21）Set and treated with left-hand rotation across to lane signal lamp（18）One
Cause.
3. a kind of intersection accidents control system as claimed in claim 1, it is characterised in that：The straight trip of Way in,
Turn right, turn left to be controlled to pass through with same signal.
4. a kind of intersection accidents control system as claimed in claim 1, it is characterised in that：Across to track（7）Edge
The length of road longitudinal direction is 30 ~ 40 meters, crossing（14）It is arranged at each crossing, straight trip, right-hand rotation stop line（9）With across
More to the left-hand rotation stop line behind track（10）It is arranged at crossing（14）At 5 ~ 15 meters of front, be easy to left turning vehicle turn into
Enter on crisscross exit lane;Across to the stop line to be turned that turns left before track（11）Be arranged at behind pavement away from
From for：The signal period left-hand rotation car number * unit vehicle commanders of Way in wagon flow peak period one（6 ~ 9 meters）.
5. a kind of intersection accidents control system as claimed in claim 1, it is characterised in that：Turn around vehicle and left-hand rotation car
The common road to be changed trains or buses that turns left using entrance side（4）, jointly by left-hand rotation signal to be transferred lamp（18）Control, the vehicle that turns around is on a left side
Turn stop line to be turned（11）Turned around at 5 ~ 10 meters of rear.
6. a kind of intersection accidents control system as claimed in claim 1, it is characterised in that：Left turning vehicle is larger to be caused
When changing trains or buses longer, the road to be changed trains or buses and across to track of turning left of two and the above is set（7）.
7. a kind of intersection accidents control system as claimed in claim 1, it is characterised in that：Traffic signal controlling machine is same
When control three class vehicle signals and a class non-motor vehicle signal.
8. a kind of intersection accidents control system as claimed in claim 1, can set bus stop, its feature exists
In：Bus stop is arranged on Way in side；When being set in Way out side, it is arranged at across to track（7）Rear side or cross-line
The road to be changed trains or buses that turns left afterwards（6）Inner side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610193507.2A CN107293128A (en) | 2016-03-31 | 2016-03-31 | Big flow level-crossing complex control system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610193507.2A CN107293128A (en) | 2016-03-31 | 2016-03-31 | Big flow level-crossing complex control system |
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| CN107293128A true CN107293128A (en) | 2017-10-24 |
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| CN201610193507.2A Pending CN107293128A (en) | 2016-03-31 | 2016-03-31 | Big flow level-crossing complex control system |
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107798874A (en) * | 2017-10-31 | 2018-03-13 | 哈尔滨工业大学 | A kind of method borrowed to eliminating intersection left turn phase to exit lane |
| CN108711292A (en) * | 2018-04-20 | 2018-10-26 | 深圳市市政设计研究院有限公司 | Road traffic indicates system, indicating means and storage medium |
| CN109505207A (en) * | 2018-11-19 | 2019-03-22 | 上海理工大学 | A kind of variable bus entrance driveway system for crossroad |
| CN109778624A (en) * | 2019-03-11 | 2019-05-21 | 潍坊易达优道交通技术开发有限公司 | Intersection to current mode of going together and its passing method from all directions |
| 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 |
| CN110223502A (en) * | 2019-05-29 | 2019-09-10 | 青岛海信网络科技股份有限公司 | A kind of method and device of crossing inlet track data canalization |
| WO2019242651A1 (en) * | 2018-06-20 | 2019-12-26 | 周立新 | Traffic system |
| CN110629611A (en) * | 2018-06-20 | 2019-12-31 | 周立新 | Traffic system |
| CN110629612A (en) * | 2018-06-20 | 2019-12-31 | 周立新 | Traffic system |
| CN112301818A (en) * | 2020-11-01 | 2021-02-02 | 李力实 | Traffic light intersection whole-lane passing method |
| CN114737425A (en) * | 2022-05-11 | 2022-07-12 | 邯郸市公安局交通巡逻警察支队 | Control system and control method for fully-integrated urban road traffic organization |
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| CN108711292A (en) * | 2018-04-20 | 2018-10-26 | 深圳市市政设计研究院有限公司 | Road traffic indicates system, indicating means and storage medium |
| CN110629610A (en) * | 2018-06-20 | 2019-12-31 | 周立新 | Traffic system |
| WO2019242651A1 (en) * | 2018-06-20 | 2019-12-26 | 周立新 | Traffic system |
| CN110629611A (en) * | 2018-06-20 | 2019-12-31 | 周立新 | Traffic system |
| CN110629612A (en) * | 2018-06-20 | 2019-12-31 | 周立新 | Traffic system |
| CN109505207A (en) * | 2018-11-19 | 2019-03-22 | 上海理工大学 | A kind of variable bus entrance driveway system for crossroad |
| CN109505207B (en) * | 2018-11-19 | 2021-07-20 | 上海理工大学 | Variable bus entrance lane system for crossroads |
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| 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 |
| CN110223502A (en) * | 2019-05-29 | 2019-09-10 | 青岛海信网络科技股份有限公司 | A kind of method and device of crossing inlet track data canalization |
| CN110223502B (en) * | 2019-05-29 | 2020-12-04 | 青岛海信网络科技股份有限公司 | Intersection entrance road data channeling method and device |
| CN112301818A (en) * | 2020-11-01 | 2021-02-02 | 李力实 | Traffic light intersection whole-lane passing method |
| CN114737425A (en) * | 2022-05-11 | 2022-07-12 | 邯郸市公安局交通巡逻警察支队 | Control system and control method for fully-integrated urban road traffic organization |
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