CN104376715A - Level crossing traffic diversion method and system - Google Patents
Level crossing traffic diversion method and system Download PDFInfo
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- CN104376715A CN104376715A CN201410587781.9A CN201410587781A CN104376715A CN 104376715 A CN104376715 A CN 104376715A CN 201410587781 A CN201410587781 A CN 201410587781A CN 104376715 A CN104376715 A CN 104376715A
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- E—FIXED CONSTRUCTIONS
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Abstract
Provided are a level crossing traffic diversion method and system. Various combination schemes are achieved by vehicle left steering (and/or straight running), so that the highly-gathering state of vehicles at a crossing is dispersed and defused, and the trafficability of the level crossing is improved. A transition zone is arranged, the shape, the position, the direction and the running rule of the transition zone are designed so that the vehicles, especially small vehicles can steer smoothly, lane changing is achieved smoothly, steering is carried out at the crossing, accordingly, the number of waiting vehicles at the crossing is reduced, and waiting time is shortened. Crossing traffic pressure is relieved by traffic diversion. Technical measures such as signal lamp control and avoiding zone arranging, so that traffic conditions are further optimized, and overall operation efficiency and vehicle trafficability are improved.
Description
Technical field
The present invention relates to the method and system of level crossing motor vehicle shunting.
Background technology
In the introduction, left steering and the opposite through vehicles traffic route at level crossing place cross, if clearance left steering and through vehicles simultaneously, the two easily disturbs mutually when crossing meeting.Some crossings are carried out left steering and are separated with straight-going traffic signal the way set up, and to avoid them mutually to disturb, but this always increases the parking waiting time of a direction vehicle, is unfavorable for giving full play to of crossing handling capacity, and then causes traffic congestion.
Viaduct can solve the problem, but viaduct complex structure, take up an area many, construction and maintenance cost high, not all level crossing is all applicable to being transformed into viaduct.In grade separation system, always some vehicle travels on the bridge floor be above the ground level, if there is traffic hazard to sweep away bridge floor, will produce even more serious Factual Damage, the normal vehicle travelled under also may involving bridge.
Summary of the invention
The present invention is the method adopting shunting, namely carries out vehicle left steering (and/or craspedodrome) the diversified assembled scheme of implementation, makes vehicle be dispersed at the high aggregation state at crossing place and dissolve, improve the handling capacity of level crossing.In addition, the invention still further relates to the separate system implementing the method.
A kind of method of level crossing traffic diverging, need at other kind motor vehicles that level crossing realizes the station wagon of left steering, jubilee wagon, length of wagon do not exceed jubilee wagon, first keep straight on by crossing 1, after travelling a segment distance, turn around through gap 2, enter offside track and return to former crossing, then right turn (as Fig. 1); Or described vehicle, first in crossing 1 right turn, after travelling a segment distance, turns around through gap 2, enter offside track and return to former crossing craspedodrome (as Fig. 2); Or described vehicle is first in crossing 1 right turn, after travelling a segment distance, turn around through gap 21, enter offside track and return to former crossing 1, then right turn, then after travelling a segment distance, turn around through another gap 22, enter offside track and return to former crossing 1, and then right turn (as Fig. 3).
Only in limited instances (such as opposite through vehicles or horizontal through vehicles are many especially), just need to forbid that dilly is at the direct left steering in crossing place.In most cases, dilly still can by original traffic rules at crossing direct left steering, or waiting signal let pass after turn left; Also indirect left steering can be realized according to above-mentioned bypass route.Such driver just can according to composite factors such as the length of the busy extent at crossing place, stand-by period, bypass route, the traffic path that autonomous select time is the shortest, and need not simply in crossing 1 wait for traffic.
The station wagon needing to keep straight at level crossing, jubilee wagon, length of wagon do not exceed other kind motor vehicles of jubilee wagon, keep straight on after being let pass by crossing or waiting signal and keep straight on; Or described vehicle, first in crossing 1 right turn, after travelling a segment distance, turns around through gap 2, enter offside track and return to former crossing 1, and then right turn (as Fig. 4).Although bypass route is longer, if crossing place does not have right turn to limit, vehicle just need not be let pass by waiting signal, just may save time.Such driver just can according to composite factors such as the length of the busy extent at crossing place, stand-by period, bypass route, the traffic path that autonomous select time is the shortest, and need not simply in crossing 1 wait for traffic.
In the implementation process of above scheme, always some vehicle turns around through gap 2, proceeds to and uses offside lanes.Which increase the vehicle flowrate on offside road surface, near making originally just crowded crossing, road surface becomes more crowded.Also two other common situations can be run into: (1) vehicle through vehicles that is easy and opposite when opening position turns around clashes, and if do not coordinated and dredging, will produce new blocking up at gap 2 place in implementation process.(2) vehicle sometimes needs to go to crossing right turn after gap turns around, and in lane change process around here, may run into the obstruction of original stagnation of movement waiting signal vehicle.For this reason, this programme is again by setting up the way of transitional zone 3 to overcome the above problems (as Fig. 5): drive towards this dypass section of crossing 1 from gap 2, arranges the transitional zone 3 of crossing over original each track, direction smooth variation; Turn around from gap 2, then go to the vehicle of crossing 1 right turn, transitional zone change lane can be utilized; Homonymy each track motor vehicle all can pass through transitional zone, but must not in transitional zone stop-for-waiting traffic signals; Except for the generation of dangerous situations such as avoiding traffic accident, vehicle should keep transport condition in transitional zone, must not be detained.Direction due to transitional zone is smooth variation, and moves towards with straightgoing vehicle to roughly the same, although so it spans original each track, and also can not to the raw larger interference of straightgoing vehicle miscarriage.Again because the gross vehicle in transitional zone is in transport condition, therefore vehicle can fluent ground change lane after gap turns around, and goes to crossing place to realize turning to.Vehicle change lane beyond transitional zone is also passable, but may run into the obstruction of stagnation of movement waiting signal vehicle.All vehicles, particularly original through vehicles answer the traveling of voluntary observance transitional zone to specify, not in transitional zone, parking waiting traffic signals (are not partly or entirely parked in transitional zone not by vehicle body without authorization.Need waiting signal, can beyond transitional zone scope), to guarantee that transitional zone remains the state of passing unimpeded.Give people convenient, it is convenient to give.
By methods such as signalization lamps, can also reduce and control to enter the vehicle number in busy section, front.Crossing 1 place does not limit the signal lamp of vehicle right turn, also without right turn ban mark: at opening position signalization lamp 5 in order to control to go to direction, crossing and the one-sided vehicle 6 (as Fig. 7) not yet arriving at this gap, after only portable lighter lights, described one-sided vehicle 6 must not before be advanced into section, front, go to crossing 1 place to turn to regardless of it; Offside vehicle 61 and offside turn around through gap 2, enter the vehicle 62 in this track, side, not by the control of described signal lamp 5.
Crossing 1 place can be provided with signal lamp, but does not limit vehicle right turn all the time, in order to make gap 2 place signal lamp 5 consistent with the traffic signals coordination at crossing place, and opening position signal lamp 5 and the synchronous figure signal of crossing place corresponding signal lamp; Or between slightly time difference.Such as, crossing place green light, then opening position green light is also simultaneously bright; Red light is also like this.Or lighting of opening position green light is slightly later than crossing place green light, lighting then slightly early of gap red light, this will reduce the vehicle number entering busy section, front further.
Sometimes crossing place signal lamp arranges comparatively complicated, be divided into craspedodrome traffic lights and left steering traffic lights, and the traffic lights of opening position does not segment.At this moment can select a car at crossing place to for main flow car to, make the signal lamp of opening position convert echo mutually to signal lamp with this main flow car.Such as, can select the straightgoing vehicle at crossing place to for main flow car to, when crossing keep straight on become green light time, then opening position green light lights; When crossing craspedodrome lamp becomes red light, then the red light of opening position also lights thereupon.Also the left-hand rotation car at crossing place can be arranged to, gap signal lamp be adjusted accordingly to being set to main flow car.The signal conversion of opening position is also set by one of following two schemes: 1) as long as crossing place keeps straight on or left steering has a change green light, then namely opening position becomes green light; When crossing place keeps straight on and is red light with left steering, opening position just becomes red light.2), when the craspedodrome of crossing place and left steering are green light, opening position becomes green light; As long as crossing place keeps straight on or left steering has one for red light, namely opening position becomes red light.In a word, according to the above-mentioned control pattern signal of busy extent choose reasonable of respective stretch, also can should select according to the vehicle density situation camera of Different periods.
Certainly, the signal conversion of opening position signal lamp 5 also can independent of the signal lamp at crossing place.Such as, opening position signal lamp carries out independently intelligentized control method according to the one-sided vehicle density situation in section, dead ahead.No matter adopt which kind of control pattern signal, no matter signal lamp how figure signal, vehicle all should specify in accordance with the traveling of transitional zone, must not wait for peacefully traffic signals in transitional zone, and the vehicle within the scope of transitional zone always should keep transport condition.
The invention still further relates to the separate system implementing above-mentioned level crossing traffic diverging method.
Distance level crossing 1 certain distance is supporting arranges the gap 2 turned around for vehicle, and transitional zone 3 is positioned at the section, side driving towards crossing 1 from gap 2; Transitional zone starts from gap 2, along driving towards extension, gradually converge and in right turn track; Transitional zone is the width at least one track.In order to make transitional zone 3 eye-catching and its boundary clear and definite, can on its road surface or border traffic sign is set, such as, the road surface in transitional zone is furnished with small circle or solid circles traffic sign, transitional zone border short dash line marks.
The distance at gap 2 to crossing 1 is moderate, has enough stroke change lanes with vehicle, does not produce again the too far away distance that detours and is advisable.If necessary, central isolation guardrail can be set at this segment distance of crossing 1 to gap 2, prevent vehicle from breaking rules and regulations to turn around before arriving at gap 2.Dilly turns around easily, and oversize vehicle turns around more difficult, and for this reason, gap 2 and neighbouring road surface thereof also can suitably be widened (as Figure 10, Figure 11), so that oversize vehicle has enough radiuss of turn, gap 2 can be utilized to turn around.The route (as Fig. 1-3) that such oversize vehicle also can refer to dilly realizes detouring left-hand bend.If turned around, vehicle is many especially, and also can be set up in parallel nearly two place's gap far away, two place's gap can have said function, also can divide the work to some extent, such as: turn around from the gap of away from crossing for oversize vehicle; Another gap turns around for dilly, and transitional zone does corresponding supporting setting.
In order to avoid turning around as far as possible, vehicle and opposite through vehicles clash, and other measures also can be taked to make the two dodge mutually.Such as: arrange near transitional zone 3 and dodge band 41,42, dodge band and be in same level with transitional zone entrance; Dodge the triangular in shape or wedge shape of band, butt end is towards transitional zone entrance (as Fig. 6, Figure 10), and dodging band butt end width is 2/3rds of at least one lane width.Under most cases, dodge band 41 to be positioned near transitional zone entrance, away from crossing to orientation (as Fig. 6).Like this, the through vehicles vehicle that turns around that only needs adjustment direction a little just can dodge front may to occur.
Aforementioned schemes is that the traffic rules of keeping to the right according to vehicle describe.When carrying out left-hand traffic rule, only need to be adjusted accordingly: the use of described vehicle direct of travel, line marker, telltale is corresponding with vehicle left-hand traffic rule.The setting of described traffic sign, means of transportation and putting position are arranged according to vehicle left-hand traffic rule.
Accompanying drawing explanation
Fig. 1 is that vehicle realizes left steering bypass route schematic diagram
Fig. 2 is that vehicle realizes the another kind of bypass route schematic diagram of left steering
Fig. 3 is that vehicle realizes another bypass route schematic diagram of left steering
Fig. 4 is the bypass route schematic diagram that vehicle realizes keeping straight on
Fig. 5 is transitional zone shape and position view
Fig. 6 is the another kind of shape of transitional zone and dodges band position view
Fig. 7 is that position view set up by transitional zone and opening position signal lamp
Fig. 8 is the effect schematic diagram that this programme is implemented in crossroad
Fig. 9 is that complicated level crossing implements this programme schematic diagram
Figure 10 is a kind of set-up mode schematic diagram in gap and neighbouring road surface
Figure 11 is the another kind of set-up mode schematic diagram in gap and neighbouring road surface
Embodiment
Below in conjunction with accompanying drawing, the embodiment of this programme is described.
Fig. 1 is that vehicle realizes left steering bypass route schematic diagram.As can be seen from Figure, bypass route than vehicle at crossing 1 place direct left steering walk some distances more, but if crossing place does not have right turn to limit all the time, and when vehicle arrives at crossing craspedodrome signal for letting pass; When left rotaring signal is for restriction, walk bypass route and likely save the stand-by period, driver still likely selects bypass route through choosing comprehensively.Another advantage of this route is: avoid the direct left steering of vehicle and disturb passing through of opposite through vehicles.
The concrete circuit of Fig. 2 Fig. 3 and Fig. 1 is different, and effect is the same, is all in order to avoid vehicle is at the direct left steering in crossing 1 place, and disturbs opposite (or horizontal) craspedodrome wagon flow.Route wherein shown in Fig. 3 is more longer, but in this route, vehicle is right turn at crossing 1 place all the time, if right turn is unrestricted all the time, vehicle just all the time need not parking waiting signal.If detoured, line length is reasonable in design, and this route is likely shortest time, and therefore it still likely becomes the route that driver selects.
Fig. 4 is the bypass route schematic diagram that vehicle realizes keeping straight on, as can be seen from Figure, bypass route is more direct than vehicle walks some distances by crossing more than 1, but if crossing place does not have right turn to limit all the time, vehicle just need not parking waiting signal, walks bypass route and likely saves the stand-by period.Driver still likely selects bypass route through choosing comprehensively.
In most of the cases, driver still can by original traffic rules, and in the direct left steering in crossing place or craspedodrome, above-mentioned bypass route is multiple choice for traveling for driver provides.Driver can global alignment, from the most suitable circuit of main separation, and need not let pass in crossing place wait for traffic simply.Driver, from the passive recipient of traffic signals and those who wait, becomes active participate person and the executor of traffic planning.Which save the travel time, decrease the quantity that crossing place waits for vehicle, traffic pressure is alleviated.
Transitional zone 3 shown in Fig. 5 originates in gap 2, after crossing over each track, gradually converge and in right turn track.The edge of this transitional zone is arc, contributes to vehicle continuous turning and lane change.Also be furnished with roundlet round traffic sign in transitional zone 3, these traffic signs also can be solid circles or other suitable pattern.The position of transitional zone, trend, profile design and operation rule all contribute to that vehicle is dodged mutually, lane change and turning to, and also ensure that the vehicle in transitional zone 3 scope can remain the state of passing unimpeded.
Transitional zone 3 shown in Fig. 6 is straight flanges, and this transitional zone structure is simple, easy to implement.But straight flange transitional zone exists flex point, the mild degree of direction change is not as good as arc-shaped transition band.Fig. 6 also illustrates the relative position of dodging band 41 and transitional zone 3: dodge band and be positioned near transitional zone entrance; Dodge band and be in same level with transitional zone entrance, butt end is towards transitional zone entrance.Diagram dodge band be positioned at away from crossing to orientation, the vehicle that turns around that such through vehicles only needs adjustment direction a little just can dodge front may to occur.Reduce the effectively current width on road surface owing to dodging band, shown in Fig. 6, dodge band 41 and the design of widening road surface and combining, the reduction of the imperceptible width of roadway of through vehicles can be made, only need driver to adjust direction a little, just can dodge front vehicles.
Fig. 7 illustrates the relative position of transitional zone 3 and opening position signal lamp 5.If do not have turnout near gap 2, the selected of this signal lamp position is conducive to the one-sided vehicle 6 controlling not yet to arrive at gap 2, and 61,62, other vehicles do not control by this signal lamp 5.This position only can also arrange warning lamp (amber light such as glimmered), slows down and dodges to warn through vehicles the vehicle that turns around that front may occur.This position can also arrange watch-dog, such as camera head, and whether the visual field of camera head, towards direction, crossing, is always in transport condition with the vehicle monitored and record in transitional zone 3 scope.This watch-dog also can possess captures function at random, two still pictures with the visual field can be captured continuously at arbitrary period, twice candid photograph has interval (such as 0.2-1 second), if same vehicle is in same position in two pictures, then can judge that this car is in static retaining state.Also can arrange same watch-dog at crossing 1 place, the visual field, towards gap 2 direction, is captured with the watch-dog synchronization implementation of opening position.Whether the candid photograph picture that such two places, place obtain can more completely remain static by registration of vehicle, and static reason: be that front has obstacle, be still detained without reason.If transitional zone 3 is longer, also can arranges more candid photograph position or adopt other means, whether monitoring and the vehicle recorded within the scope of transitional zone are always in transport condition.
In Fig. 7, the class delta-shaped region that the stop line 51 of opening position and a lateral edges of transitional zone 3 surround also can be drawn and be set to transitional zone.Like this, new drawing establishes transitional zone to merge into a single whole with the original transitional zone 3 of diagram, and the shape of whole transitional zone is just more succinct, is relatively applicable to the few road surface of number of track-lines.
Fig. 8 is the effect schematic diagram that this programme is implemented in crossroad.If by end to end for the vehicle operating track of turning back through four gap 21,22,23,24, just define cruciate flower shape closed path 11.This cruciate flower shape route, centered by crossing 1, with four gap for summit, presses counterclockwise reciprocation cycle.If crossing 1 place does not have right turn to limit all the time, then in conjunction with the design and application of transitional zone in this programme, this cruciate flower shape closed path 11 just will ceaselessly circulate unimpeded.Need the driver realizing left steering or craspedodrome, particularly cyclecar driver, just can according to composite factors such as the busy extent at crossing, stand-by period, circuit length, autonomous selection traffic path, select certain part whether will participating in the circulation of this cruciate flower shape, and this section of stroke need not be completed by waiting signal lamp simply, thus save the time.The traffic pressure at crossing 1 place will be alleviated, and overall traffic efficiency also will improve.
If necessary, also can take at gap 2 place to set up the ways such as signal lamp (referring to Fig. 7 to illustrate), the peripheral vehicle sailing for crossing 1 is temporarily limited to outside great circle 111, make it wait traffic signals in periphery.This waits for the quantity of vehicle near junction ahead 1 by reducing further, traffic pressure is alleviated further.In other words, the function such as traditional scheme is by the passing through of vehicle, turn to, shunt, waiting signal collects in crossing one place, and all traffic pressures converge.This programme above-mentioned each function is scattered in crossing 1, cruciate flower shape closed path 11, this three place of great circle 111, by this three places transport hub coordination operation, improves overall operation efficiency and vehicle handling capacity.
Crossing described in this programme may be complicated level crossing, and shown in Fig. 9 is exactly crossroad with right turn special lane.Right turn special lane entrance 7, apart from the length at crossing 1, is no more than the length of gap 2 apart from crossing 1 usually.Right turn special lane entrance 7 should be close to or close transitional zone, or this entrance is set to the terminal of transitional zone.
Figure 10 is a kind of set-up mode schematic diagram in gap and neighbouring road surface.In figure, no matter be the wagon flow sailing for direction, crossing 1, still sail out of the wagon flow in direction, crossing, when close to gap 2, yawing moment all slightly laterally.This road surface, position is also corresponding broadening.This being designed with helps vehicle and turns around smoothly at opening position, and avoids itself and opposite through vehicles to interfere with each other as far as possible.Two to dodge band 41,42 correct transversely arranged, and butt end is all towards transitional zone entrance.Various usual friendship road all can adopt this design proposal, and particularly multi-lane pavement is more suitable.If gap 2 (i.e. transitional zone entrance) width is enough, can hold larger radius of turn, so oversize vehicle also can turn around through gap 2, and the travel route (as Fig. 1-3) with reference to dilly realizes detouring left-hand bend.The Through Lane driving towards direction, crossing in Figure 10 has two, if right turn vehicle is many especially, also can change the Through Lane in contiguous former right turn track into right turn track.Transitional zone is corresponding widens, and increases to two lane widths by original lane width.
Figure 11 is the improvement of Figure 10 scheme.Because gap 2 and transitional zone 3 have shunted the vehicle flowrate at crossing, coordinate the setting of opening position signal lamp 5 (referring to Fig. 7, Fig. 8 to illustrate), the vehicle density near crossing 1, particularly waits for that the quantity of vehicle will greatly reduce.Like this, the road surface, both sides in this section of crossing 1 to gap 2 just respectively can reduce the width (comparing with Figure 10) in a track.Originally crowded crossing becomes unimpeded, and Pavement Design width just can scaled-back.Though opening position Local Road Surface is widened to some extent, generally speaking still save floor area.
Radius of turn when vehicle turns around can also be expanded by additive method.Such as, gap is developed into " C " shape and to turn around passage, turn around the outer rim continuous turning of vehicle along " C " shape, and the radius of " C " shape is radius of turn, if radius of turn is enough large, then oversize vehicle also can smooth and easyly turn around.The lower edges of through vehicles edge " C " shape of contact crosses.But this scheme is taken up an area comparatively large, and when not having grade separation, the middle section that " C " shape is surrounded generally should not be used as track, causes the vacant of soil.Implement the program and preferably can utilize this vacant soil.Such as the structures such as parking lot or flower bed are built in clear area design.
In order to simplify, Fig. 5-7 and Figure 10-11 show only the transitional zone of a road and the facilities of other means of transportation/marks, and the road in other directions, crossing place also can do identical or similar setting.
Claims (10)
1. the method for a level crossing traffic diverging, need at other kind motor vehicles that level crossing realizes the station wagon of left steering, jubilee wagon, length of wagon do not exceed jubilee wagon, first keep straight on by crossing (1), after travelling a segment distance, turn around through gap (2), enter offside track and return to former crossing, then right turn; Or described vehicle is first in crossing (1) right turn, after travelling a segment distance, turn around through gap (2), enter offside track and return the craspedodrome of former crossing; Or described vehicle is first in crossing (1) right turn, after travelling a segment distance, turn around through gap (21), enter offside track and return to former crossing, then right turn, then after travelling a segment distance, turn around through another gap (22), enter offside track and return to former crossing, and then right turn;
The station wagon needing to keep straight at level crossing, jubilee wagon, length of wagon do not exceed other kind motor vehicles of jubilee wagon, keep straight on after being let pass by crossing or waiting signal and keep straight on; Or described vehicle, first in crossing (1) right turn, after travelling a segment distance, turns around through gap (2), enters offside track and return to former crossing, and then right turn;
It is characterized in that: drive towards this dypass section of crossing (1) from gap (2), the transitional zone (3) of crossing over original each track, direction smooth variation is set; Turn around from gap, then go to the vehicle of crossing right turn, transitional zone change lane can be utilized; Homonymy each track motor vehicle all can pass through transitional zone, but must not in transitional zone stop-for-waiting traffic signals; Except for the generation of dangerous situations such as avoiding traffic accident, vehicle should keep transport condition in transitional zone, must not be detained.
2. the method for level crossing traffic diverging according to claim 1, crossing place does not limit the signal lamp of vehicle right turn, also without right turn ban mark, it is characterized in that: at opening position signalization lamp (5) in order to control to go to direction, crossing and the one-sided vehicle (6) not yet arriving at this gap, after only portable lighter lights, described one-sided vehicle (6) must not before be advanced into section, front, go to crossing (1) place to turn to regardless of it; Offside vehicle (61) and offside turn around through gap (2), enter the vehicle (62) in this track, side, not by the control of described signal lamp (5).
3. level crossing traffic diverging method according to claim 2, there is signal lamp at crossing place, but does not limit vehicle right turn all the time, it is characterized in that: opening position signal lamp (5) and the synchronous figure signal of crossing place corresponding signal lamp; Or between slightly time difference.
4. level crossing traffic diverging method according to claim 2, is characterized in that: opening position signal lamp (5) carries out independently intelligentized control method according to the one-sided vehicle density situation in section, dead ahead.
5. one kind implements the claims the separate system of level crossing traffic diverging method described in 1, distance level crossing (1) certain distance is supporting arranges the gap (2) turned around for vehicle, it is characterized in that: transitional zone (3) is positioned at the section, side driving towards crossing (1) from gap (2); Transitional zone from gap, along driving towards extension, gradually converge and in right turn track; Transitional zone is the width at least one track.
6. separate system according to claim 5, is characterized in that: the road surface in transitional zone is furnished with small circle or solid circles traffic sign.
7. the separate system according to claim 5 or 6, is characterized in that: arrange near transitional zone (3) and dodge band (41,42), dodges band and is in same level with transitional zone entrance; Dodge the triangular in shape or wedge shape of band, butt end is towards transitional zone entrance, and dodging band butt end width is 2/3rds of at least one lane width.
8. implement the claims the separate system of level crossing traffic diverging method described in 2 or 3 or 4.
9. according to the method for the level crossing traffic diverging in claim 1-4 described in any one, it is characterized in that: the use of described vehicle direct of travel, line marker, telltale is corresponding with vehicle left-hand traffic rule.
10. according to the separate system in claim 5-8 described in any one, it is characterized in that: the setting of described traffic sign, means of transportation and putting position are arranged according to vehicle left-hand traffic rule.
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| CN201410587781.9A CN104376715A (en) | 2014-10-19 | 2014-10-19 | Level crossing traffic diversion method and system |
| PCT/CN2015/000546 WO2016061902A1 (en) | 2014-10-19 | 2015-08-03 | Traffic diversion method and system for level crossing |
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| WO2016061902A1 (en) * | 2014-10-19 | 2016-04-28 | 邢杰 | Traffic diversion method and system for level crossing |
| CN107419627A (en) * | 2017-05-25 | 2017-12-01 | 褚万青 | Turning to left and specific track after a kind of motor vehicle is kept straight in intersection or first turned right |
| CN111627203A (en) * | 2019-02-27 | 2020-09-04 | 雄鹏资产管理(上海)有限公司 | System management method for avoiding congestion of traffic trunk |
| CN111627203B (en) * | 2019-02-27 | 2023-10-31 | 雄鹏资产管理(上海)有限公司 | System management method for traffic trunk road congestion avoidance |
| CN110835871A (en) * | 2019-12-02 | 2020-02-25 | 施宝明 | Method for turning around multiple vehicles on urban road simultaneously |
| CN111576112A (en) * | 2020-05-27 | 2020-08-25 | 珠海市规划设计研究院 | Land-saving continuous road traffic node |
| CN114059471A (en) * | 2020-08-09 | 2022-02-18 | 珠海达理宇航科技有限公司 | Isolation belt at intersection |
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| WO2016061902A1 (en) | 2016-04-28 |
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