CN110306391A - A kind of method that left turning vehicle passes through crossing - Google Patents
A kind of method that left turning vehicle passes through crossing Download PDFInfo
- Publication number
- CN110306391A CN110306391A CN201910582933.9A CN201910582933A CN110306391A CN 110306391 A CN110306391 A CN 110306391A CN 201910582933 A CN201910582933 A CN 201910582933A CN 110306391 A CN110306391 A CN 110306391A
- Authority
- CN
- China
- Prior art keywords
- crossing
- center
- lane
- road
- small
- 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
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
-
- 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
Abstract
The invention discloses a kind of methods that left turning vehicle passes through crossing, small crossing is set on the road for having certain distance with center crossing, left turning vehicle first passes through the other side that small crossing reaches road, is reached on the road road in direction to be reached by next small crossing again after turning；Using twice that the ability that motor vehicle after the method passes through crossing is original, pedestrian and non-motor vehicle are original one third the waiting time at crossing, reduce the probability that pedestrian makes a dash across the red light with non-motor vehicle, improve motor vehicle handling capacity into one.
Description
Technical field
A kind of method that vehicle passes through crossing by the method at crossing, especially left turning vehicle.
Background technique
Present city hands over energy problem very serious, and in morning peak, not far distance stifled one or two hour is also very often
See, what is be blocked is all motor vehicle, pedestrian and non motorized vehicle get lodged in crossing cannot get through it is actually rare；Be blocked is on the way to life
With the unnecessary consumption of the energy；Motor vehicle is not in congestion in the middle section of road, the generation of congestion be all since crossing, then to
The middle section of road is spread, so that spreading to junction perimeter, eventually causes comprehensive congestion；The road surface at crossing is very golden expensive, and existing
The synthesis utilization rate on the road surface that traffic method crossing motor vehicle passes through is 50%, this is a kind of serious waste；In existing patent
There are several improved methods, application can be can't see in reality, first is that the influence of the force of habit, the other is effect is not obvious enough.
With 3 lane of straight trip more in existing city, for 1 lane of turning left, when straight trip non-motor vehicle passes through crossing, crossing
The vacancy rate on road surface is 25%, and when left-hand rotation motor vehicle passes through crossing, the vacancy rate on crossing road surface is 75%, mainly left-hand rotation motor vehicle
Affect the utilization rate on whole crossing road surface.
In grant number CN106023606B, although left turning vehicle is allowed to be moved to the left side of road in advance, but to widen road
Face, and behave also more complicated.
In grant number CN102051846B, left turning vehicle apart from the one of crossing a distance by turning around U-shaped road, left-hand rotation vehicle
It first to turn right and to turn around to realize again, a biggish turning radius, especially bus be needed when turning around, in city
Widening road is a difficult thing；Left turning vehicle needs to repeat to occupy lane.
In present traffic method, the road surface vacancy rate average out to 50% at center crossing, the vehicle institute road occupying being driven out to from crossing
The time on road 50% is idle, is 50% in the 50% synthesis vacancy rate using road surface in the time.
Summary of the invention
To solve the above-mentioned problems, method of the invention is: crossroad originally is center crossing, at center crossing
A small crossing is respectively provided on the road in each direction, which enters and exits；Small crossing distance
The length at center crossing is at least a length when green light period straight trip motor vehicles wait.
There is 50% time there is no motor vehicles on the road surface that motor vehicles sail out of center crossing, utilizes the control of traffic lights
A period passed through without motor vehicles is formed, becomes small crossing, the left-hand rotation motor vehicles for driving towards center crossing can use
This period translates from small crossing to the direction to be turned left, and left-hand rotation motor vehicles are moved to the outside of pedestrian and non motorized vehicle, then
Turn left to the direction to be travelled；Institute's having time is not required on the lane shared by the motor vehicles for driving towards center crossing vehicle
Pass through, using the time of the control available 50% of traffic lights, forms a small crossing, left-hand rotation motor vehicles on the lane
It is reached and is sailed out of on the road junction roadway of center by the small crossing.
Right turning vehicle is current in the outside of left turning vehicle, can receive the control of traffic lights together with left-hand rotation motor vehicles
System, can also not have to traffic lights and control, and pass through small crossing in the gap that pedestrian passes through.
Using motor vehicle being made to rise to original twice, vehicle and pedestrian by the ability at crossing after such method
The time of red light is waited to be reduced to original 1/3.
Further, on " fourth " word crossing in use, the road of through vehicles is not no straight way road, intersect with it
To there is straight way road；Small crossing is not set on having straight way road, crossing a distance is equipped with small crossing at the center no straight way Lu Shangyu；It sails
The other side for moving to road by small crossing to the vehicle at center crossing and pedestrian, when the through vehicles and pedestrian that have straight way road are logical
After row, there are the left-hand rotation motor vehicles of straight way road and the left-hand rotation motor vehicles of no straight way road to pass through center crossing simultaneously,
Two lanes do not intersect, and are non-motorized lane and pavement, all left-hand rotation motor vehicles, non-motor vehicle, row between two lane
People passes through center crossing simultaneously；There are the left turning vehicle of straight way road and pedestrian that can continue to drive through small crossing to be arrived
The road side reached；After the left turning vehicle for having straight way road to sail passes through small crossing completely, the left turning vehicle and row of no straight way road
People is reached the other side without straight way road and waited by small crossing passes through center crossing.
Being divided on having straight way road has left-hand rotation side and without left-hand rotation side, has the pedestrian of left-hand rotation side and non-motor vehicle first left when turning around
Go to Accreditation Waiting Area waiting, through vehicles by when complete turn around；When the pedestrian of no left-hand rotation side and non-motor vehicle turn around, first keeping straight on
It waits when vehicle passes through in Accreditation Waiting Area, when left turning vehicle and pedestrian pass through center crossing, passes through together with other vehicles, pedestrian
Center crossing completes to turn around.
Detailed description of the invention
Fig. 1 be North and South direction at first vehicle initially through center crossing when schematic diagram.
Fig. 2 is that the through vehicles of North and South direction reach the status diagram at small crossing moment.
Fig. 3 is that the true driving of North and South direction passes through the schematic diagram at center crossing moment completely.
Fig. 4 be east-west direction through vehicles initially through center crossing when schematic diagram.
Fig. 5 reaches small crossing for the through vehicles of east-west direction will be by the schematic diagram at small crossing.
Fig. 6 is the straight trip of the schematic diagram and North and South direction when the through vehicles of east-west direction pass through center crossing completely
State when vehicle will be by center crossing.
Fig. 7 is the small crossing in North and South direction, and upper end is towards center crossing.
Fig. 8 is the small crossing on east-west direction, and right end is towards center crossing.
Fig. 9 is the schematic diagram at " fourth " word crossing, this passes through the state when crossing of center for left turning vehicle.
Figure 10 is the schematic diagram at " fourth " word crossing, this starts to pass through for through vehicles, by west sail Lai left turning vehicle also
Passing through small crossing.
Figure 11 is the schematic diagram at " fourth " word crossing, this is later period for passing through of through vehicles, by the south sail Lai left turning vehicle
The east side of road is reached by small crossing.
The Accreditation Waiting Area 2-, 3- left-hand rotation route；
The first traffic lights of 11-, the second traffic lights of 12-, 13- third traffic lights, the 4th traffic lights of 14-, the 5th traffic lights of 15-, 16-
6th traffic lights, the 7th traffic lights of 17-, the 8th traffic lights of 18-, the 9th traffic lights of 1-, the tenth traffic lights of 5-, 21- the 11st are red
Green light, 22- Japanese waxwing green light, the 13rd traffic lights of 23-, the 14th traffic lights of 24-, the 15th traffic lights of 25-, 26- the tenth
Six traffic lights, the 17th traffic lights of 27-, the 18th traffic lights of 28-；
101- first lane, 102- second lane, 103- third lane, 104- Four-Lane Road, the 5th lane 105-, 106- the 6th
Lane, the 7th lane 107-, the 8th lane 108-, the 9th lane 01-, the tenth lane 05-, the 11st lane 201-, 202-
Ten two lane highways, the tenth three lanes of 203-, the tenth Four-Lane Road of 204-, the 15th lane 205-, the tenth six-lane of 206-, 207- the tenth
Seven lanes, the 18th lane 208-.
Specific embodiment
Embodiment 1, as shown in Figure 1, a small crossing is respectively provided on the four direction set away from center crossing a distance,
Small crossing be at least at a distance from the crossing of center a current period can by the through vehicles at center crossing wait when length
Degree；It is the schematic diagram at small crossing on the road of north and south as shown in Figure 7, the upper end of Fig. 7 is towards center crossing；It is thing as shown in Figure 8
The direction crossing Shang little schematic diagram, the right end of Fig. 8 is towards center crossing；Crossing in figure be can by pedestrian with it is non-maneuver
Vehicle.
As shown in Figure 1, the vehicle on the 9th lane 01 is entered by center crossing when the 9th traffic lights 1 are green light
Lane where 9th traffic lights 1, when the tenth traffic lights 5 are green light, the vehicle on the tenth lane 05 passes through center crossing
Lane into where the tenth traffic lights 5.
As shown in fig. 7, this figure is the schematic diagram at the small crossing in North and South direction,
When the first traffic lights 11 are green light, the vehicle on first lane 101 enters 11 institute of the first traffic lights by small crossing
Lane on, this is the Through Lane for sailing out of center crossing；
When the second traffic lights 12 are green light, the vehicle on second lane 102 enters 12 institute of the second traffic lights by small crossing
Lane on, this is the left turn lane for sailing out of center crossing；
When third traffic lights 13 are green light, the vehicle on third lane 103 enters 13 institute of third traffic lights by small crossing
Lane on, this is the right-turn lane for driving towards center crossing；
When the 4th traffic lights 14 are green light, the vehicle on Four-Lane Road 104 enters 14 institute of the 4th traffic lights by small crossing
Lane on, the 104th lane be non-motorized lane and pavement, traffic lights are double control；
When the 11st traffic lights 21 are green light, the vehicle on the 11st lane 201 is red green into the 11st by small crossing
On lane where lamp 21, this is the Through Lane for driving towards center crossing；
When Japanese waxwing green light 22 is green light, the vehicle on the tenth two lane highways 202 is green into Japanese waxwing by small crossing
On lane where lamp 22, this is the left turn lane for driving towards center crossing；
When the 13rd traffic lights 23 are green light, the vehicle on the tenth three lanes 203 is red green into the 13rd by small crossing
On lane where lamp 23, this is the right-turn lane for sailing out of center crossing；
When the 14th traffic lights 24 are green light, the vehicle on the tenth Four-Lane Road 204 is red green into the 14th by small crossing
On lane where lamp 24, the 204th lane is non-motorized lane and pavement, and traffic lights are double control.
As shown in figure 8, this figure is the schematic diagram at the small crossing on east-west direction,
When the 5th traffic lights 15 are green light, the vehicle on the 5th lane 105 enters 15 institute of the 5th traffic lights by small crossing
Lane on, this is the Through Lane for driving towards center crossing；
When the 6th traffic lights 16 are green light, the vehicle on six-lane 106 enters 16 institute of the 6th traffic lights by small crossing
Lane on, this is drives towards center crossing left turn lane；
When the 7th traffic lights 17 are green light, the vehicle on the 7th lane 107 enters 17 institute of the 7th traffic lights by small crossing
Lane on, this is sails out of center crossing right-turn lane；
When the 8th traffic lights 18 are green light, the vehicle on the 8th lane 108 enters 18 institute of the 8th traffic lights by small crossing
Lane on, the 108th lane be non-motorized lane and pavement, traffic lights are double control.
When the 15th traffic lights 25 are green light, the vehicle on the 15th lane 205 is red into the 7th by small crossing
On lane where green light 15, this is to sail out of center crossing Through Lane；
When the 16th traffic lights 26 are green light, the vehicle on the tenth six-lane 206 is red green into the 16th by small crossing
On lane where lamp 26, this is the left-lane for sailing out of center crossing；
When the tenth traffic lights 27 are green light, the vehicle on the 17th lane 207 is red green into the 17th by small crossing
On lane where lamp 27, this is the right-turn lane for driving towards center crossing；
When the 18th traffic lights 28 are green light, the vehicle on the 18th lane 208 is red green into the 18th by small crossing
On lane where lamp 28, the 208th lane is non-motorized lane and pavement, and traffic lights are double control.
First traffic lights 11, the second traffic lights 12, third traffic lights 13, third traffic lights 13, the 4th traffic lights the 14, the 5th
Traffic lights 15, the 6th traffic lights 16, the 7th traffic lights 17, the 8th traffic lights 18 are first group of traffic lights, they switch to red simultaneously
Lamp switchs to green light simultaneously；11st traffic lights 21, Japanese waxwing green light 22, the 13rd traffic lights 23, the 14th traffic lights 24,
15th traffic lights 25, the 16th traffic lights 26, the 17th traffic lights 27, the 18th traffic lights 28 are second group of traffic lights, it
Simultaneously switch to red light or switch to green light simultaneously.
If long green light time is T, through vehicles let pass by green light after from the time that Center Road mouthful reaches small crossing be T1 ,
The time that one current period is is 2T；One cycle of operation at center crossing is divided into two periods, and the first period the 9th is red green
Lamp 1 is green light, and the tenth traffic lights 5 are red light, and the tenth traffic lights 5 of the second period are green light, and the 9th traffic lights 1 are red light.
One cycle of operation at small crossing was also classified into for two periods: the first first group of period traffic lights are green light, and second group red
Green light is red light, the time of backward delay T1 when than the 9th 1 green light of traffic lights；Second second group of period traffic lights are green light, the
One group of traffic lights is red light, than the time of the green time backward delay T1 of the tenth traffic lights 5.
When the 9th traffic lights 1 are green light, when this time is 0, the vehicle on the 9th lane 01 is arrived by center crossing
Up on the lane where the 9th traffic lights 1, second group of traffic lights is still green light at this time, and the vehicle that second group of traffic lights is commanded is logical
Too small crossing；The pedestrian of North and South direction and non power driven vehicle pass through center crossing.
By time T1Afterwards, the through vehicles of North and South direction reach the small crossing of North and South direction, and second group of traffic lights switchs to
Red light, the vehicle that second group of traffic lights is commanded stop passing through small crossing；First group of traffic lights switchs to green light, first group of traffic lights
The vehicle commanded is by small crossing, the small crossing including North and South direction and east-west direction.
After time T, the 9th traffic lights 1 switch to red light, and the vehicle on the 9th lane 01 stops passing through center crossing；The
Ten traffic lights 5 switch to green light, and the vehicle on the tenth lane 05 is entered by center crossing on the lane at 5 place of the tenth traffic lights；
The pedestrian of east-west direction and non power driven vehicle pass through center crossing；First group of traffic lights is still green light at this time.
The red T that crosses adds T1After time, the through vehicles of east-west direction reach small crossing, first group of traffic lights by center crossing
Switch to red light, the vehicle that first group of traffic lights is commanded stops passing through small crossing；Second group of traffic lights switchs to green light, and second group red
The vehicle that green light is commanded passes through small crossing；Small crossing including North and South direction and east-west direction.
After red mistake T adds T time, the tenth traffic lights 5 switch to red light, and the through vehicles stopping of east-west direction passes through Center Road
Mouthful；9th traffic lights 1 switch to green light, and the true driving of North and South direction begins through center crossing；It is identical when with time 0, it constitutes
One circulation.
Fig. 1 is 0 up to T1When among state, Fig. 2 is T1The state at moment, Fig. 3 are the states at T moment, Fig. 4 be T up to
T adds T1When among state, Fig. 5 is T+T1The state at moment, Fig. 6 be T add the T moment state and next current period 0
When state.
The through vehicles time of east-west direction is T1When center crossing, time 2T driven towards by small crossing1When reach center
Crossing, when the time is T, the tenth traffic lights 5 switch to green light, and it is T that the through vehicles of east-west direction, which want the waiting time at center crossing,
Subtract 2T1, the true driving of North and South direction is similar with the through vehicles of east-west direction；When T is equal to 2T1When, through vehicles are from path
Just green light when mouthful reaching center crossing, withouts waiting for directly passing through center crossing and next small crossing.
The spacing at small crossing Yu center crossing, small crossing and center crossing are set according to the spacing at the city crossing Zhong Liangge
Spacing is preferably the 1/3 of two centers crossing spacing；The minimum spacing at small crossing and center crossing is through vehicles in Center Road
Length when being waited at mouthful；When small crossing distance center crossing is longer, the traffic lights period is adjusted, through vehicles pass through Center Road
Without waiting for through vehicles will wait for a period of time at center crossing when since two centers crossing distance is shorter when mouth.
Most of non-motor vehicle in present city is electric vehicle, and speed per hour is generally at 20 kilometers or so, the speed change of higher gears
Bicycle can also reach this speed, in T plus 2T1Time in can pass through two small crossings, will not two small crossings it
Between wait.
T when one green light of red times such as non-motor vehicle, the time of the red lights such as traditional mode are three green time 3T, this
Sample one reduces non-motor vehicle Law-abiding cost, can also reduce the behavior of non-motor vehicle made a dash across the red light, can also make motor vehicle
It increased by the ability at crossing；Pedestrian generally less worries, and may will wait at center crossing and small crossing, but all can
Less than one green time T.
When the speed per hour of motor vehicle is 30 kilometers, the speed per hour of non-motor vehicle is 20 kilometers, and T is equal to 2T1When, non-motor vehicle is also
T1Time pass through next small crossing.
Embodiment 2: as shown in figure 9, this crossing is " fourth " crossing, the north at crossing does not have road, on road in the south
A small crossing is set away from a distance with center crossing, Accreditation Waiting Area 2 is non-motor vehicle and the waiting area that pedestrian turns around, and left-hand rotation line 3 is
The left-hand rotation line of non-motor vehicle and pedestrian；After the through vehicles of east-west direction stop through center crossing, northwardly left-hand rotation is sailed
Vehicle and pedestrian stop through small crossing, and in road east side in the south, the vehicle of waiting and pedestrian pass through center crossing left steering east
Road, by west sail Lai left turning vehicle and pedestrian turn left to the west side of road in the south, then road in the south is moved to by small crossing
The east side on road, pedestrian and non-motor vehicle reach the most east side of road by crossing.
As shown in Figure 10, when through vehicles begin through center crossing, also passed through by left turning vehicle on the lane of west
Small crossing.
As shown in figure 11, by west sail Lai left turning vehicle and pedestrian pass through the east side that small crossing moves to road in the south completely
When, road west side in the south is driven towards center crossing left turning vehicle and is waited with pedestrian by the east side that small crossing moves to road, this
When through vehicles also in passage；The pedestrian and non-motor vehicle come by the south is waited by the east side that crossing reaches road,
A circulation is constituted at this time.
As shown in figure 9, by east sail Lai non-motor vehicle and pedestrian turn around when, left turning vehicle pass through center crossing when,
By east sail Lai non-motor vehicle and pedestrian reach Accreditation Waiting Area 2 and wait, complete to turn around when through vehicles stop；By west sail Lai
Non-motor vehicle and pedestrian when turning around, through vehicles stop by when reach Accreditation Waiting Area 2 and wait, pass through center in left turning vehicle
It completes to turn around when crossing.
If straight trip is T by the time, the time that left turning vehicle passes through center crossing is 0.5T, the current week of entire vehicle
Phase is 1.5, and the time driven towards the left turning vehicle at center crossing and pass through small crossing with the left turning vehicle for sailing out of center crossing is respectively
0.75T。
Claims (3)
1. a kind of method that crossroad left turning vehicle passes through, it is characterised in that: on the road away from center crossing a distance
A small crossing is respectively set, using the control of traffic lights, the left turning vehicle for driving towards center crossing is moved to first with small crossing to be sailed out of
Car lane, non-motorized lane and the pavement outside of the straight trip at center crossing, recycle small crossing left turning vehicle flat after turning
The pavement for driving towards center crossing, non-motorized lane and car lane are crossed by Mobile Communication, and arrival is sailed out of on the lane at center crossing.
2. a kind of method that crossroad left turning vehicle passes through according to claim 1, it is characterised in that: using in two
The distance of heart road mouth sets small crossing and center crossing distance, speed using center crossing and small crossing apart from, motor vehicle, non-
The speed of locomotive, the adjustment of the time of green light carry out balancing motor vehicle in waiting time at center crossing, non-motor vehicle in Center Road
Mouthful waiting time, non-motor vehicle second small crossing waiting time.
3. the method that a kind of " fourth " word crossing left turning vehicle passes through, it is characterised in that: small crossing is not set on having straight way road, in nothing
Straight way road sets small crossing, length when small crossing waits at a distance from the crossing of center for left turning vehicle, on having straight way road
When through vehicles pass through center crossing, the left turning vehicle of no straight way road and pedestrian pass through the other side that small crossing reaches road；
After through vehicles are current, there are straight way road, the left turning vehicle without straight way road, pedestrian while passing through the completion left-hand rotation of center crossing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910582933.9A CN110306391A (en) | 2019-07-01 | 2019-07-01 | A kind of method that left turning vehicle passes through crossing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910582933.9A CN110306391A (en) | 2019-07-01 | 2019-07-01 | A kind of method that left turning vehicle passes through crossing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110306391A true CN110306391A (en) | 2019-10-08 |
Family
ID=68077879
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910582933.9A Pending CN110306391A (en) | 2019-07-01 | 2019-07-01 | A kind of method that left turning vehicle passes through crossing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110306391A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1168435A (en) * | 1997-05-16 | 1997-12-24 | 张冠顺 | Non-return scissors-type directional overpass |
| JPH10188193A (en) * | 1996-10-11 | 1998-07-21 | Kotsu Kankyo Kenkyuin | 2-phase 3-leg intersection and signal control method therefor |
| CN104372725A (en) * | 2014-10-30 | 2015-02-25 | 刘均锁 | Intersection road and turning vehicle organization design method for intersection road |
| CN104612012A (en) * | 2015-02-06 | 2015-05-13 | 童斐 | Cross-free continuous traffic system for crossroad lane and control method of cross-free continuous traffic system |
| CN108399759A (en) * | 2018-02-23 | 2018-08-14 | 上海理工大学 | Continuous flow intersection left-turn non-motor traffic design method |
| CN207987643U (en) * | 2017-11-13 | 2018-10-19 | 石家庄铁道大学 | System is canalized in Four-Lane Road T-shaped road junction |
| CN108755308A (en) * | 2018-06-01 | 2018-11-06 | 公安部交通管理科学研究所 | A kind of intersection traffic organization method and system used based on track dynamic |
-
2019
- 2019-07-01 CN CN201910582933.9A patent/CN110306391A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10188193A (en) * | 1996-10-11 | 1998-07-21 | Kotsu Kankyo Kenkyuin | 2-phase 3-leg intersection and signal control method therefor |
| CN1168435A (en) * | 1997-05-16 | 1997-12-24 | 张冠顺 | Non-return scissors-type directional overpass |
| CN104372725A (en) * | 2014-10-30 | 2015-02-25 | 刘均锁 | Intersection road and turning vehicle organization design method for intersection road |
| CN104612012A (en) * | 2015-02-06 | 2015-05-13 | 童斐 | Cross-free continuous traffic system for crossroad lane and control method of cross-free continuous traffic system |
| CN207987643U (en) * | 2017-11-13 | 2018-10-19 | 石家庄铁道大学 | System is canalized in Four-Lane Road T-shaped road junction |
| CN108399759A (en) * | 2018-02-23 | 2018-08-14 | 上海理工大学 | Continuous flow intersection left-turn non-motor traffic design method |
| CN108755308A (en) * | 2018-06-01 | 2018-11-06 | 公安部交通管理科学研究所 | A kind of intersection traffic organization method and system used based on track dynamic |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109615893B (en) | Signal control system and control method for two-phase conflict-free intersection | |
| CN104408946B (en) | Method of controlling priority signal for right-turning vehicles on straight-going and right-turning shared lane at intersection | |
| US20160115650A1 (en) | Convenient anti-bottleneck mode traffic of vertical and horizontal interactive man-vehicle public transportation at level crossings | |
| CN100397435C (en) | Crossroads traffic management control system | |
| CN107798874B (en) | Method for eliminating intersection left-turn phase by using opposite exit lane | |
| CN101463582A (en) | Method for setting road traffic signal and controlling crossing traffic | |
| CN103046444A (en) | Intersection with optimized settings and traffic control method of the intersection | |
| CN113362623B (en) | Continuous flow intersection left-turn non-motor vehicle traffic organization system and signal control method | |
| CN110060488B (en) | Conflict-free traffic organization system for two-phase intersection and signal timing method | |
| CN108389400B (en) | Control method for utilizing left turn of straight lane on right side of intersection | |
| CN108242158B (en) | Intersection signal control method | |
| CN112289042A (en) | Method for designing and controlling signal of non-motor vehicle and motor vehicle left-turning lane at intersection | |
| CN107447608A (en) | A kind of array type separation law of conflict for improving the urban intersection traffic capacity | |
| CN105160895A (en) | Signal timing method for four-road ring intersection based on backward movement of stop line | |
| CN102277806B (en) | Shift-type interchange for all-time omnidirectional traffic at intersection of roads | |
| JP2011096229A (en) | Symmetric and interlocked regional traffic light control method for reducing urban traffic jam | |
| WO2009074009A1 (en) | A method for increasing traffic flow of roads involeve a crossroad | |
| CN102268852A (en) | Two-phase implementation method of urban road transport system | |
| CN106337343A (en) | Three-way intersection and lane change control method thereof | |
| CN109797614B (en) | Expansion application method of traffic flow guiding system for roundabout intersection | |
| WO2015055006A1 (en) | Level crossing having five-direction complementary and vertically and horizontally interactive traffic at level crossing | |
| JP5653973B2 (en) | Intersection traffic light with 100% green signal effectiveness | |
| CN105654738A (en) | Composition structure of intersection and left-turn control method for intersection | |
| CN202466336U (en) | Interchange overpass without traffic light | |
| CN110306391A (en) | A kind of method that left turning vehicle passes through crossing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20191008 |