CN102277804A - Traffic lane configuration of road intersection and control method of corresponding traffic lights - Google Patents
Traffic lane configuration of road intersection and control method of corresponding traffic lights Download PDFInfo
- Publication number
- CN102277804A CN102277804A CN2011101608311A CN201110160831A CN102277804A CN 102277804 A CN102277804 A CN 102277804A CN 2011101608311 A CN2011101608311 A CN 2011101608311A CN 201110160831 A CN201110160831 A CN 201110160831A CN 102277804 A CN102277804 A CN 102277804A
- Authority
- CN
- China
- Prior art keywords
- signals
- sets
- south
- north
- peripheral
- 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.)
- Granted
Links
Images
Landscapes
- Traffic Control Systems (AREA)
- Road Signs Or Road Markings (AREA)
Abstract
The invention relates to a traffic lane configuration of a road intersection and a corresponding control method of traffic lights. The traffic lane configuration provided by the invention enables numbers of entrance traffic lanes and exit traffic lanes of each master phase of all primary and secondary paths to be the same; the entrance traffic lanes are divided into three parts including 'an entrance guiding traffic lane', 'a peripheral guiding traffic lane' and 'a bus and right-turn traffic lane'; traffic lanes, light groups, signal groups and phases are rotatably and symmetrically arranged according to the direction of the forward motion of a cross shaft; the master phase of A direct movement-B direct movement-A left turn (including turning around)-B left turn (including turning around) is operated at the intersection; meanwhile, two phases of the forward motions of the direct-movement car and the left-turn (including turning around) car are alternatively operated at each 'peripheral traffic light', and a constant-green phase and an 'electronic police' which are used for directing the right-turn car and the bus to pass through are arranged; whether the green light of the pedestrian crosswalk is controlled by a whole path or a half path according to the number of the left-turn vehicles. According to the method provided by the invention, the number of the passing traffic lane on each phase of the intersection can reach the most on the balanced base; and the method is good for public traffic in priority and is convenient for pedestrians.
Description
Affiliated technical field:
The track that the present invention relates to a kind of road plane intersection is provided with and corresponding traffic lights control method.Belong to the traffic engineering subject.
Background technology:
Because the space, road surface that the vehicle that each phase place is let pass can only use grade crossing in turn, grade crossing have become the main bottleneck of restriction road passage capability.At present, known track to the intersection is provided with and to the clearance of vehicle, mainly follows space partition method and time partition method.That is: allow enter before the crossing vehicle by turn around, turn left, craspedodrome, public transport, right-hand rotation enters the guiding track respectively, is principle not clash, and allows them pass through the crossing at official hour and space respectively.For adapting to the growth of transport need, when design (containing newly-built and reconstruction) intersection, taked measures such as center shielding wire left avertence, reduction guiding lane width and broadening road surface to increase the guiding track that enters the crossing, and take " left-hand rotation car area to be driving " to wait to make full use of the space, crossing, also having taked to prolong the way in cycle increases split ... but the potentiality that these measures are not dug most crossing from room and time.For example: have many though enter the guiding track at crossing, but take turns to concrete a certain phase place when current, the guiding track of its correspondence is still inadequate, perhaps, even if the inlet guiding track that each phase place is existing enough, but the exit lane of its correspondence is not enough, and their essence is exactly that the traffic flow of being let pass is not used the space of crossing central authorities sufficient.These deficiencies are obvious especially when left-hand rotation, the phase place that turns around or primary and secondary road intersect.
Summary of the invention:
The present invention still follows space partition method and time partition method.The traffic flow that the guiding track that enters the crossing is inadequate, exit lane is not enough in order to overcome, let pass is not the defective of the space at crossing with foot, and the track that the invention provides a kind of road plane intersection is provided with and corresponding traffic lights control method.The number of track-lines that this method can allow each phase place of crossing be passed through reach on the balanced basis at most, and help public traffic in priority and make things convenient for the pedestrian.
The technical solution adopted for the present invention to solve the technical problems is: aspect the layout of space, crossing, be regardless of the primary and secondary road, in the broadening section of track, allow the entry position each clearance phase bit stealing all keep equal into and out of track quantity (no matter that is: keep straight on or turn phase place, no matter relatively or the phase neighbor entry,, all allow all be equated by the spendable number of track-lines of clearance vehicle no matter enter the track or roll the track away from, when condition is not allowed, differ a track at most); Again entrance lane be divided into inlet guiding track, peripheral stop line and peripheral traffic lights (that is: are set up with public transport and right-turn lane three parts in peripheral guiding track after every inlet stop line, keeping straight on and turning left and the track cutting of turning around to lead is different two sections of guiding arrow, leading portion is called " inlet guiding track " back segment and is called " peripheral guiding track ", arranges preferential bus current road surface and the smooth and easy passage by the intersection of right-hand rotation car simultaneously).Use these ways, lay space basis for remedying original all deficiencies.Traffic lights control measure correspondingly are in " inlet " and " periphery " position, to arrange track, lamp group, sets of signals and phase place by the transverse axis rotation symmetry of direction of advance, and then follow the prescribed rules at another axle; Keep straight in inlet operation first---second craspedodromes---first is turned left (contain and the turn around)---phase place that second is turned left (contain and turn around) (" first " represent south and northern to the time, " second " represent east and the west to, otherwise also together, " turn left (contain and turn around) " promptly: turn left and the synthetic phase place that turns around, hereinafter all with); Allow every place peripheral traffic lights alternate run straightgoing vehicle advance, turn left simultaneously two phase places that (contain and turn around) car advances also are provided with the current evergreen phase place of commander's right-hand rotation car and bus and " electronic police " in each peripheral traffic light; How many decisions by left turning vehicle are clearances of thinking unit control street crossing with whole process or half way.Like this, when just having supported to arrange the track as stated above, the space that crossing central authorities are used in the traffic flow that each phase place of entry position is let pass to greatest extent in turn.
The invention has the beneficial effects as follows: the number of track-lines that allows each phase place of crossing be passed through reach on the balanced basis at most; Also provide bus preferential condition near the crossing in the highway section of not establishing dedicated bus lanes; Utilized street crossing neatly.Thereby in transport need one regularly, can shorten phase place and cycle, perhaps, can improve the traffic capacity at crossing in phase place and cycle one timing.
Description of drawings:
The invention will be further described below in conjunction with accompanying drawing and example.
Fig. 1 is each elements position signal of first embodiment.
Fig. 2 is the traffic flow signal that each phase place of first embodiment is let pass.
Fig. 3 is the time-space relationship signal of sets of signals, phase place and the institute's clearance traffic flow of first embodiment.
Fig. 4 is each elements position signal of second embodiment.
Fig. 5 is the traffic flow signal that each phase place of second embodiment is let pass.
Fig. 6 is the time-space relationship signal of sets of signals, phase place and the institute's clearance traffic flow of second embodiment.
First embodiment refers to: at the more crossing of left turning vehicle, left turn phase is longer, also is the clearance that unit controlled the street lateral road with the half way to 2 left turn phases.
Second embodiment refers to: at the less crossing of left turning vehicle, left turn phase is shorter, only is the clearance of unit control street crossing with whole process in 2 craspedodrome phase places.
In Fig. 1 and Fig. 4, the vicissitudinous representative subsidiary road of road surface width, what intersect with it is major trunk roads; In the middle of the crossing * represent the lines or the channelizing line of all directions left-hand rotation; Represent a lamp group for one zero, the numbering of the digitized representation sets of signals in zero, what numeral was identical in zero is same sets of signals; Intensive short-term around the crossing is that pedestrian and non motorized vehicle is crossed the street zebra crossing; The dotted line parallel with curb is the lines of exit lane, middle solid line is the center shielding wire, the right solid line is the lines in guiding track, the arrow regulation vehicle forward direction of the inside, " public transport " represents dedicated bus lanes, what the both sides outermost did not mark is nonmotorized vehicle lane, from vehicle forward direction, the front be " inlet guiding track ", the back be " peripheral guiding track ", with " peripheral guiding track " tangent be " peripheral stop line " and " peripheral traffic lights ", with " inlet lead track " tangent be " inlet stop line " and " inlet traffic lights ", " inlet traffic lights " are located at the opposite, crossing.
Fig. 2 and Fig. 5 represent the traffic flow that each phase place is let pass, the automobile traffic stream that the solid line representative of band arrow is let pass, pedestrian's (containing bicycle) traffic flow that the dotted line representative of band arrow is let pass, solid arrow representative left-hand rotation (contain and turn around) automobile traffic stream of taking the least important seat at a square table and rolling over, there is cross bar the arrow front, represents that these phase place vehicles or pedestrians (containing bicycle) are just stopping at this position.
Fig. 3 and Fig. 6 are time relationship signals between sets of signals, phase place and the institute's clearance traffic flow, laterally represent time relationship, (all " north and south " and " thing " all can wholely exchange the group of vertical representation signal group among the figure, down together), the dark red light of representing, light color is represented green light, and white is represented amber light, in conjunction with Fig. 1 and Fig. 4 and Fig. 2 and Fig. 5, can deduce out each lamp group, each sets of signals, each phase place and the wagon flow that each is let pass, the stream of people's running sequential.
In Fig. 1 and Fig. 3, (1) representative inlet north-south craspedodrome sets of signals, (2) representative inlet East and West direction craspedodrome sets of signals, (3) turn left and the sets of signals that turns around in representative inlet north-south, (4) representative inlet East and West direction is turned left and the sets of signals that turns around, (5) turn left and the sets of signals that turns around in the peripheral north-south of representative, (6) the peripheral north-south craspedodrome sets of signals of representative, (7) the peripheral East and West direction of representative is turned left and the sets of signals that turns around, (8) the peripheral East and West direction craspedodrome sets of signals of representative, (9) representative is turned right and peripheral bus signals group, (10) represent the north-south to cross 1 group of street lateral road signal, (11) represent the north-south to cross 2 groups of street lateral road signals, on behalf of East and West direction, (12) cross 1 group of street lateral road signal, and on behalf of East and West direction, (13) cross 2 groups of street lateral road signals.In Fig. 4 and Fig. 6, on behalf of the north-south, (10) cross street lateral road sets of signals, and on behalf of East and West direction, (11) cross street lateral road sets of signals, and all the other are with Fig. 1 and Fig. 3.
The specific embodiment:
(with the crossroad is example, and the item of not mentioning is followed country and industry relevant technologies standard):
When the grade crossing of traffic lights control is carried out in design (contain newly-built and reconstruction), be regardless of the primary and secondary road, in the broadening section of crossing, allow respectively the let pass track quantity of entrance and exit of phase place all keep equal.When condition does not allow, can only differ a track at most.Its method is the highway section near the crossing based on broadening subsidiary road and branch road, distribute equally each phase place into and out of number of track-lines.(in the embodiment of Fig. 1 and Fig. 4, all there are 4 craspedodrome arrows in each inlet guiding track, 4 left-hand rotation arrows, and the outlet of the vehicle that turns around being located at the shielding wire place, center in left side, inlet guiding track.When inlet was let pass craspedodrome or left-hand rotation (contain and turn around) phase place respectively, vehicle all had 4 tracks can enter the crossing, and corresponding exit lane has 5, and wherein 1 is right-turn lane, all the other 4 vehicles that the entrance lane that can pass through is let pass and come.)
Press each important document at relevant specification and current conditions design crossing, comprise curb outline line, center shielding wire, guiding track, exit lane, nonmotorized vehicle lane, inlet stop line, pedestrian and non motorized vehicle zebra crossing, various sign board, signal lamp or the like.
Picture respectively the enter the mouth lines or the channelizing line of left-hand bend vehicle are executed in center at the crossing.
, be provided with one again and cut off and keep straight on, turn left and the peripheral stop line (not cutting off bus special lane and right-turn lane and nonmotorized vehicle lane) in the track of turning around to lead toward the pusher certain distance from each inlet stop line position.This periphery stop line is suited measures to local conditions with the distance of inlet stop line, generally get the length of 10 dolly queuings, in reconstruction half length of desirable original guiding track during the crossing, the distance of two of also desirable crossing relative directions inlet stop line, the distance that motor vehicle can travel for 3 seconds when also can be by this crossing spacious.
Peripheral traffic lights group and " electronic police " are set in peripheral stop line front.
Allow and vacate one section distance that can allow vehicle select the track between inlet guiding track and the peripheral stop line.
In the inlet of peripheral stop line front guiding track, from left to right by keeping straight on and turn around, keep straight on and the kind of left-hand rotation, bus left-hands rotation, bus craspedodrome, right-hand rotation, nonmotorized vehicle lane and order being executed picture lead arrow or sign.The quantity in every kind of guiding track, on demand with may determine that what have can establish more, what have can be zero, such as bus turns left and the bus craspedodrome.The special-purpose guiding track of not establishing that bus turns left and bus is kept straight on, a left side, craspedodrome bus mix the track of leading, use (except that right-hand rotation is led the track) two on the limit of keeping right with other vehicles.(in the embodiment of Fig. 1 and Fig. 4, keep straight on or (contain and the turn around) vehicle that turns left, after the position enters " inlet guiding track " respectively, can exclusively enjoy 4 tracks in different phase places.)
In guiding track, the periphery of peripheral stop line back, from left to right by turn left and turn around, the kind and the order of craspedodrome, bus special use, right-hand rotation and nonmotorized vehicle lane execute picture guiding arrow or sign.The quantity in every kind of guiding track, on demand with may determine, can be zero, such as the bus special lane.Do not establish the bus special lane, bus mixes with other vehicles and to use the guiding track of turning right.
The length in peripheral guiding track is suited measures to local conditions, can be slightly longer than the inlet guiding track of front, generally be made as such length: allow every vehicle that in this guiding track, stopped once, can in this cycle, pass through the crossing smoothly.
When keeping straight on, turn left and turning around the approaching peripheral guiding of vehicle track, see that the first road arrow lamp passes through peripheral stop line, sees that again the second road arrow lamp passes through the crossing.Directly, the left lateral bus only is subjected to the control of entry signal lamp.The right-hand rotation vehicle is let pass by evergreen lamp.
In order not clash, can not establish at the evergreen lamp of crossing commander's right-hand rotation vehicle pass-through with the street crossing lamp.
Cross the street lateral road at every and safety island is set corresponding to the position of center shielding wire.Pedestrian and non motorized vehicle sees that lamp passes through lateral road.Bicycle turns left to carry out crosses the street twice.
At the many crossings of left turning vehicle, every lateral road is become two sections with 4 lamp components, and 16 lamp groups are divided into 8 sections with 4 lateral roads, not only the open lateral road that parallels with it when two motor vehicle craspedodrome phase places, and when two motor vehicle left turn phases, also the piecewise utilizes lateral road.Second embodiment is: at the few crossing of left turning vehicle, every lateral road is with 2 pedestrian's lamp groups, and 4 lateral roads use 8 pedestrian's lamp groups altogether, only at the open lateral road that parallels with it of 2 craspedodrome phase places.
The lamp group of inlet traffic lights and peripheral traffic lights is rotated symmetric arrangement mutually by four.With the either direction is example: in inlet stop line front, the lamp group that has commander to turn left (contain and turn around), keep straight on, turn right, in peripheral stop line front, there is commander to keep straight on and the lamp group that (contain and turn around), vehicle advanced in turn of turning left, and the lamp group of commanding bus and right-hand rotation car to advance.These lamp groups can be provided with one by one by the track, can be provided with one by one by indicated direction, can not establish yet, such as public transport and right-hand rotation lamp group.
The sets of signals of inlet stop line and peripheral stop line, by the transverse axis rotation symmetric arrangement of direction of advance, half-twist is followed the prescribed rules on another axle then earlier.With the North and South direction is example: in south, inlet stop line front, two in north, the sets of signals that has the shared staff vehicles in north and south to keep straight on has sets of signals that the shared staff vehicles in north and south turns left (contain and turn around), the turn right evergreen lamp group of vehicle pass-through of all shared commander of system-wide mouth is arranged; In peripheral stop line front, have the shared commander in north and south to turn left (contain and turn around) sets of signals that vehicle advances, sets of signals that the shared commander's through vehicles in north and south advances is arranged, the turn right evergreen sets of signals of (containing public transport) vehicle pass-through of all shared commander of system-wide mouth is arranged.East, west are to the shared signal group that they also so are set symmetrically then.
The same with sets of signals, phase place also is the transverse axis rotation symmetric arrangement of elder generation by direction of advance, rotates 90 degree then and follows the prescribed rules on another axle.
In one-period, four phase places are only established in the entry position: first is kept straight on, first is turned left (contain and turn around), second is kept straight on, second is turned left (contain and turn around),---second craspedodrome---first left-hand rotation (contain and turn around)---second left-hand rotation (contain and turn around) (each changes trains or buses to the right to be let pass by evergreen phase place, down together) that the phase sequence of operation is that first is kept straight on.
In one-period, two phase places that each peripheral traffic lights alternate run advances, allows left-hand rotation (contain and turn around) car advance by straightgoing vehicle.After the through vehicles in the inlet guiding track, front is covered, put left-hand rotation (contain and turn around) vehicle with that and enter, vice versa.(right-hand rotation and bus are let pass by evergreen phase place, down together).
In one-period, when inlet clearance first craspedodrome phase place, the peripheral traffic lights of second just allow through vehicles enter inlet guiding track; When taking turns to inlet clearance second craspedodrome phase place, the peripheral traffic lights of first just allow left-hand rotation (contain and turn around) vehicle enter inlet guiding track; When taking turns to inlet clearance first left-hand rotation (contain and turn around) phase place, the peripheral traffic lights of second also allow left-hand rotation (contain and turn around) vehicle enter inlet guiding track; When taking turns to inlet clearance second left-hand rotation (contain and turn around) phase place, the peripheral traffic lights of first allow through vehicles enter inlet guiding track again.
The relation of describing sets of signals and institute's clearance traffic flow by phase sequence in detail is as follows: (" north and south " and " thing " in all statements all can wholely exchange.)
In the 1st phase place, the north-south through vehicles of letting pass is jointly kept straight on and peripheral north-south craspedodrome sets of signals in the inlet north-south.Simultaneously, peripheral East and West direction craspedodrome sets of signals, allow the East and West direction through vehicles enter inlet guiding track, each peripheral public transport and right turn signal group, indication public transport and right-hand rotation car are by peripheral parking area, and peripheral north-south left rotaring signal group also begins to allow north-south left-hand rotation (contain and turn around) vehicle enter inlet guiding track at the phase place end, street lateral road 1 and 2 groups of sets of signals, clearance north-south pedestrian and non motorized vehicle are crossed in the north-south.(in the 2nd embodiment, street lateral road sets of signals is crossed in the north-south, clearance north-south pedestrian and non motorized vehicle.)
In the 2nd phase place, the inlet East and West direction is kept straight on and peripheral East and West direction craspedodrome sets of signals the East and West direction of letting pass jointly through vehicles.Simultaneously, peripheral north-south left rotaring signal group, allow north-south left-hand rotation (containing tune) vehicle enter inlet guiding track, each peripheral public transport and right turn signal group, indication public transport and right-hand rotation car be directly by peripheral parking area, and peripheral East and West direction left rotaring signal group also begins to allow East and West direction (the containing tune) vehicle that turns left enter the inlet track of leading in phase place latter stage, East and West direction is crossed street lateral road 1 and 2 sets of signals, clearance East and West direction pedestrian and non motorized vehicle.(in the 2nd embodiment, East and West direction is crossed street lateral road sets of signals, clearance East and West direction pedestrian and non motorized vehicle.)
In the 3rd phase place, (contain and turn around) sets of signals that turning left (contain and turn around) in the inlet north-south and turns left in peripheral north-south, (containing tune) vehicle turns left in the north-south of letting pass jointly.Simultaneously, peripheral East and West direction left-hand rotation (contain and turn around) sets of signals, allow East and West direction left-hand rotation (containing tune) vehicle enter inlet guiding track, each peripheral public transport and right turn signal group, indication public transport and right-hand rotation car are directly by peripheral parking area, peripheral north-south craspedodrome sets of signals, begin to allow latter stage the north-south through vehicles enter inlet guiding track in phase place, street lateral road 2 sets of signals are crossed in the north-south, north, the east section and south, the west section of street lateral road crossed in the clearance north-south, East and West direction is crossed street lateral road 1 sets of signals, and the clearance East and West direction is crossed the eastern section, the north and the west section, south of street lateral road.
In the 4th phase place, (contain and turn around) sets of signals that the inlet East and West direction is turned left (contain and turn around) and peripheral East and West direction is turned left, the East and West direction of letting pass jointly left-hand rotation (containing tune) vehicle.Simultaneously, peripheral north-south craspedodrome sets of signals, allow the north-south through vehicles enter inlet guiding track, each peripheral public transport and right turn signal group, allow public transport and right-hand rotation car directly by peripheral parking area, peripheral East and West direction craspedodrome sets of signals, also begin to allow latter stage the East and West direction through vehicles enter inlet guiding track in phase place, street lateral road 1 sets of signals is crossed in the north-south, south, the east section and north, the west section of street lateral road crossed in the clearance north-south, East and West direction is crossed street lateral road 2 sets of signals, and the clearance East and West direction is crossed the eastern section, south, west section, the north of street lateral road.
Relation between each sets of signals is as follows:
At synchronization, (contain and turn around) sets of signals that keep straight in the inlet north-south, the inlet thing is kept straight on, turn left (contain and turn around) in inlet north and south, the inlet thing turns left, they only accurate one group be green light.Consider to empty the needs at crossing, when green light is changed, keep necessary time slot (determining) between them according to on-the-spot.Amber light is as the ending phase of green light, duration 3 seconds.
Indicate the green light that craspedodrome and turn left (contain and turn around), vehicle advanced alternately to rotate in the periphery respectively, forbidden with red with green.Amber light is as the ending phase of green light, duration 3 seconds.The startup of back one green light is decided by the finish time of last green light constantly.
The green light finish time of peripheral craspedodrome sets of signals, the green light finish time and the morning that are controlled by inlet craspedodrome sets of signals close.
The green light finish time of peripheral left-hand rotation (contain and turn around) sets of signals, the green light that is controlled by inlet left-hand rotation (contain and turn around) sets of signals also early closes the finish time.
The time that peripheral each sets of signals green light early closes, depend on the cruising time from peripheral stop line to the inlet stop line, the vehicle that enters inlet guiding track with this phase place can all have been put and be as the criterion.The moment of early closing in the peak period shifts to an earlier date than usual slightly.
The relation of crossing street lateral road sets of signals and entry signal group is:
In first embodiment, street lateral road 1 and 2 sets of signals are crossed in the north-south, are attached to inlet north-south craspedodrome sets of signals and green light in first phase place and close early that (time of early closing determines according to on-the-spot, can be as the criterion by lateral road safely with walking speed.Down together); East and West direction is crossed street lateral road 1 and 2 sets of signals, is attached to inlet East and West direction craspedodrome sets of signals in second phase place, and East and West direction is crossed street lateral road 2 sets of signals green lights and early closed; Street lateral road 2 sets of signals are crossed in the north-south and East and West direction is crossed street lateral road 1 sets of signals, are attached to inlet north-south left-hand rotation (contain and turn around) sets of signals and green light in the third phase position and early close; Street lateral road 1 sets of signals is crossed in the north-south and East and West direction is crossed street lateral road 2 sets of signals, is attached to inlet East and West direction (contain and the turn around) sets of signals of turning left in the 4th phase place, and East and West direction is crossed street lateral road 2 sets of signals green lights and early closed.
In second embodiment, the north-south is crossed street lateral road sets of signals and is attached to inlet north-south craspedodrome sets of signals and green light and early closes.East and West direction is crossed street lateral road sets of signals and is attached to inlet thing craspedodrome sets of signals and green light and early closes.
Claims (6)
1. a road junction track of following space partition method and time partition method is provided with and corresponding traffic lights control method, it is characterized in that: in the intersection, be regardless of the primary and secondary road, in the broadening section of track, allow the entry position each clearance phase bit stealing all keep equal into and out of track quantity (no matter that is: keep straight on or turn phase place, no matter relatively or the phase neighbor entry, no matter enter or roll away from the crossing, spendable all equal by the clearance vehicle into and out of number of track-lines, when condition is not allowed, differ a track at most); Near the inlet motorway is divided into inlet guiding track, peripheral guiding track and public transport and right-turn lane three parts; Transverse axis rotation symmetry by direction of advance is arranged track, lamp group, sets of signals and phase place; Keep straight in entry position, crossing operation first---second craspedodromes---first is turned left (contain and the turn around)---phase place that second is turned left (contain and turn around) (" first " represent south and northern to the time, " second " represent east and the west to, otherwise also together, " turn left (contain and turn around) " promptly: turn left and the synthetic phase place that turns around, hereinafter all with); Simultaneously in every place peripheral traffic lights alternate run straightgoing vehicle two phase places that (contain and turn around) car advances of advancing, turns left, and commander's right-hand rotation car and current evergreen phase place and " electronic police " of bus are set; How many decisions by left turning vehicle are clearances of thinking unit control street crossing with whole process or half way.
2. a kind of track of following the road junction of space partition method and time partition method according to claim 1 is provided with and corresponding traffic lights control method, it is characterized in that: when the inlet motorway is divided into inlet guiding track, peripheral guiding track and public transport and right-turn lane three parts, peripheral stop line only cuts off craspedodrome, turns left and turns around the guiding track of vehicle not cut off bus special lane and right-turn lane and nonmotorized vehicle lane; Peripheral stop line is got the length that 10 dollies are lined up with the distance of inlet stop line, in reconstruction half length of desirable original guiding track during the crossing, the distance of two of also desirable crossing relative directions inlet stop line, the distance that motor vehicle can travel for 3 seconds when also can be by this crossing spacious; Vacate one section distance that can allow vehicle select the track between peripheral stop line and the inlet guiding track; In inlet guiding track, from left to right by keeping straight on and turn around, keep straight on and the kind of left-hand rotation, bus left-hands rotation, bus craspedodrome, right-hand rotation, nonmotorized vehicle lane and order being executed picture lead arrow or sign, the quantity in every kind of guiding track, on demand with may determine, can be zero; The turn around outlet of vehicle being located at the shielding wire place, center in left side, inlet guiding track; The special-purpose guiding track of not establishing in inlet guiding track that bus turns left and bus is kept straight on, a left side, craspedodrome bus mix the track of leading, use (except that right-hand rotation is led the track) two on the limit of keeping right with other vehicles; In position, peripheral Guide vehicle road, from left to right by turn left and turn around, the kind and the order of craspedodrome, bus special use, right-hand rotation and nonmotorized vehicle lane execute picture guiding arrow or sign, the quantity in every kind of guiding track, on demand with may determine, can be zero, do not establish the bus special lane, bus mixes with other vehicles and to use the guiding track of turning right; The length in peripheral guiding track is made as to allow and stopped once vehicle in this track, can be in this cycle the length by the crossing smoothly.
3. a kind of track of following the road junction of space partition method and time partition method according to claim 1 is provided with and corresponding traffic lights control method, it is characterized in that: the transverse axis rotation symmetry by direction of advance is arranged the track, the lamp group, when sets of signals and phase place, in inlet stop line front, arrange commander to turn left (contain and turn around), keep straight on, the lamp group of turning right, in peripheral stop line front, commander is set to keep straight on and the lamp group that (contain and turn around), vehicle advanced in turn of turning left, and the lamp group of commanding bus and right-hand rotation car to advance, these lamp groups can be provided with one by one by the track, can be provided with one by one by indicated direction, can not establish yet, such as public transport and right-hand rotation lamp group; (" north and south " and " thing " in all statements can wholely exchange in two inlets stop line front, north and south, hereinafter all with), the sets of signals that has the shared staff vehicles in north and south to keep straight on has sets of signals that the shared staff vehicles in north and south turns left (contain and turn around), the turn right evergreen lamp group of vehicle pass-through of all shared commander of system-wide mouth is arranged; In peripheral stop line front, have the shared commander in north and south to turn left (contain and turn around) sets of signals that vehicle advances, sets of signals that the shared commander's through vehicles in north and south advances is arranged, have all shared commander of system-wide mouth to turn right evergreen sets of signals that (containing public transport) vehicle advances; In one-period, only establish four phase places in the entry position, crossing: first is kept straight on, first is turned left (contain and turn around), second is kept straight on, second is turned left (contain and turn around), and the phase sequence of operation is that first is kept straight on, and---second is turned left (contain and turn around) in second craspedodrome---first is turned left (contain and turn around)---; In one-period, the evergreen phase place that each peripheral traffic lights alternate run advances, allows left-hand rotation (contain and turn around) car advances two phase places and commander's public transport, right-hand rotation vehicle advance by straightgoing vehicle.
4. a kind of track of following the road junction of space partition method and time partition method according to claim 1 is provided with and corresponding traffic lights control method, it is characterized in that: in the 1st phase place, keep straight on and peripheral north-south craspedodrome sets of signals in the inlet north-south, common clearance north-south through vehicles, simultaneously, peripheral East and West direction craspedodrome sets of signals, allow the East and West direction through vehicles enter inlet guiding track, each peripheral public transport and right turn signal group, indication public transport and right-hand rotation car are by peripheral parking area, peripheral north-south left rotaring signal group begins to allow north-south (contain and the turn around) vehicle that turns left enter inlet guiding track in phase place latter stage, and street lateral road 1 and 2 groups of sets of signals are crossed in the north-south, clearance north-south pedestrian and non motorized vehicle, in the 2nd embodiment, street lateral road sets of signals is crossed in the north-south, clearance north-south pedestrian and non motorized vehicle; In the 2nd phase place, the inlet East and West direction is kept straight on and peripheral East and West direction craspedodrome sets of signals, common clearance East and West direction through vehicles, simultaneously, peripheral north-south left rotaring signal group, allow north-south left-hand rotation (containing tune) vehicle enter inlet guiding track, each peripheral public transport and right turn signal group, indication public transport and right-hand rotation car are directly passed through peripheral parking area, peripheral East and West direction left rotaring signal group, begin to allow latter stage East and West direction (the containing tune) vehicle that turns left enter the inlet track of leading in phase place, East and West direction is crossed street lateral road 1 and 2 sets of signals, and clearance East and West direction pedestrian and non motorized vehicle is in the 2nd embodiment, East and West direction is crossed street lateral road sets of signals, clearance East and West direction pedestrian and non motorized vehicle; In the 3rd phase place, (contain and turn around) sets of signals that turning left (contain and turn around) in the inlet north-south and turns left in peripheral north-south, (containing tune) vehicle turns left in common clearance north-south, simultaneously, peripheral East and West direction left-hand rotation (contain and turn around) sets of signals, allow East and West direction left-hand rotation (containing tune) vehicle enter inlet guiding track, each peripheral public transport and right turn signal group, indication public transport and right-hand rotation car are directly by peripheral parking area, peripheral north-south craspedodrome sets of signals, begin to allow latter stage the north-south through vehicles enter inlet guiding track in phase place, street lateral road 2 sets of signals are crossed in the north-south, north, the east section and south, the west section of street lateral road crossed in the clearance north-south, and East and West direction is crossed street lateral road 1 sets of signals, and the clearance East and West direction is crossed the eastern section, the north and the west section, south of street lateral road; In the 4th phase place, (contain and turn around) sets of signals that the inlet East and West direction is turned left (contain and turn around) and peripheral East and West direction is turned left, common clearance East and West direction left-hand rotation (containing tune) vehicle, simultaneously, peripheral north-south craspedodrome sets of signals, allow the north-south through vehicles enter inlet guiding track, each peripheral public transport and right turn signal group, allow public transport and right-hand rotation car directly by peripheral parking area, peripheral East and West direction craspedodrome sets of signals, begin to allow latter stage the East and West direction through vehicles enter inlet guiding track in phase place, street lateral road 1 sets of signals is crossed in the north-south, south, the east section and north, the west section of street lateral road crossed in the clearance north-south, and East and West direction is crossed street lateral road 2 sets of signals, and the clearance East and West direction is crossed the eastern section, south, west section, the north of street lateral road.
5. a kind of track of following the road junction of space partition method and time partition method according to claim 1 is provided with and corresponding traffic lights control method, it is characterized in that: in first embodiment, every lateral road is become two sections with 4 lamp components, 16 lamp groups are divided into 8 sections with 4 lateral roads, street lateral road 1 and 2 sets of signals are crossed in the north-south, be attached to inlet north-south craspedodrome sets of signals and green light in first phase place and close early that (time of early closing determines according to on-the-spot, can be as the criterion by lateral road safely with walking speed, down together); East and West direction is crossed street lateral road 1 and 2 sets of signals, is attached to inlet East and West direction craspedodrome sets of signals in second phase place, and East and West direction is crossed street lateral road 2 sets of signals green lights and early closed; Street lateral road 2 sets of signals are crossed in the north-south and East and West direction is crossed street lateral road 1 sets of signals, are attached to inlet north-south left-hand rotation (contain and turn around) sets of signals and green light in the third phase position and early close; Street lateral road 1 sets of signals is crossed in the north-south and East and West direction is crossed street lateral road 2 sets of signals, is attached to inlet East and West direction (contain and the turn around) sets of signals of turning left in the 4th phase place, and East and West direction is crossed street lateral road 2 sets of signals green lights and early closed; In second embodiment, every lateral road is with 2 pedestrian's lamp groups, and 4 lateral roads use 8 pedestrian's lamp groups altogether; The north-south is crossed street lateral road sets of signals and is attached to inlet north-south craspedodrome sets of signals and green light and early closes, and East and West direction crosses that street lateral road sets of signals is attached to inlet thing craspedodrome sets of signals and green light early closes.
6. a kind of track of following the road junction of space partition method and time partition method according to claim 1 is provided with and corresponding traffic lights control method, it is characterized in that: indicate craspedodrome and left-hand rotation (contain and the turn around) green light that vehicle advances respectively in the periphery alternately by turns, the startup of back one green light is decided by the finish time of last green light constantly; The green light finish time of periphery craspedodrome sets of signals, the green light that is controlled by inlet craspedodrome sets of signals also early closes the finish time, and the green light finish time of periphery left-hand rotation (contain and turn around) sets of signals, the green light finish time and the morning that are controlled by inlet left-hand rotation (contain and turn around) sets of signals close; The time that peripheral each sets of signals green light early closes, depend on running time from peripheral stop line to the inlet stop line, the vehicle that enters inlet guiding track with this phase place can all have been put and be as the criterion, and the moment that the peak period is early closed shifts to an earlier date than usual slightly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110160831.1A CN102277804B (en) | 2011-06-16 | 2011-06-16 | Method for improving traffic capacity of plane intersection by following space separation method and time separation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110160831.1A CN102277804B (en) | 2011-06-16 | 2011-06-16 | Method for improving traffic capacity of plane intersection by following space separation method and time separation method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102277804A true CN102277804A (en) | 2011-12-14 |
| CN102277804B CN102277804B (en) | 2017-02-15 |
Family
ID=45103517
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201110160831.1A Active CN102277804B (en) | 2011-06-16 | 2011-06-16 | Method for improving traffic capacity of plane intersection by following space separation method and time separation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102277804B (en) |
Cited By (24)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102568215A (en) * | 2012-02-26 | 2012-07-11 | 浙江大学 | Vehicle queuing detection method on basis of detectors |
| CN102808365A (en) * | 2012-08-29 | 2012-12-05 | 周家齐 | Electronic program control method for left-turning time lane at urban intersection |
| CN103247170A (en) * | 2013-05-21 | 2013-08-14 | 许学光 | High-flow intelligent traffic control system and method |
| CN103290747A (en) * | 2013-06-24 | 2013-09-11 | 胡昌碰 | All-dimensional advance left turn and traffic thereof |
| CN103306177A (en) * | 2013-07-03 | 2013-09-18 | 洪朝彬 | Semi-interchange double-layer intersection |
| CN103911928A (en) * | 2013-01-09 | 2014-07-09 | 陈甦 | Road traffic method using yellow lamp slow area for solving yellow lamp trespasser punishment problem |
| CN104123848A (en) * | 2014-07-14 | 2014-10-29 | 昆明理工大学 | Single intersection oversaturation signal timing method in consideration of widening segment length |
| WO2014173028A1 (en) * | 2013-04-24 | 2014-10-30 | Leung Valiant Yuk Yuen | Level intersection crisscross interactive pedestrian-car-bus convenience anti-bottleneck mode traffic |
| CN104452504A (en) * | 2014-11-04 | 2015-03-25 | 吴小平 | Rear anticlockwise ring lane plane intersection designing scheme |
| CN104541315A (en) * | 2012-06-01 | 2015-04-22 | 爱依阿欧集团有限公司 | Method and system for traffic resource allocation |
| CN106351095A (en) * | 2016-11-08 | 2017-01-25 | 广东振业优控科技股份有限公司 | Signal-control water-storage crossroad traffic control method and driveway structure |
| CN106504545A (en) * | 2016-10-26 | 2017-03-15 | 长安大学 | A kind of road section traffic volume of major urban arterial highway turns around control method |
| CN106781550A (en) * | 2017-02-22 | 2017-05-31 | 武汉理工大学 | The urban road intersection for being provided with comprehensive Dai Hang areas turns around device and its control method |
| WO2017157018A1 (en) * | 2015-11-06 | 2017-09-21 | 深圳市以捷创新科技有限公司 | Intersection traffic light driving system for smart electronic police |
| WO2017157017A1 (en) * | 2015-11-06 | 2017-09-21 | 深圳市以捷创新科技有限公司 | Intersection traffic light circuit system for smart electronic police |
| CN107513913A (en) * | 2017-08-22 | 2017-12-26 | 嘉善德和塑胶五金有限公司 | A kind of scribble method of non-motor vehicle and zebra crossing |
| 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 |
| CN109695187A (en) * | 2019-01-11 | 2019-04-30 | 潍坊易达优道交通技术开发有限公司 | Intersection traffic sign and graticule system and its application method |
| CN110211392A (en) * | 2019-05-27 | 2019-09-06 | 上海理工大学 | A kind of signal priority control method for variable public transport entrance driveway |
| CN111402602A (en) * | 2020-03-13 | 2020-07-10 | 东南大学 | Left-turn shift, widening and secondary parking combined signal priority system and application method thereof |
| CN113240938A (en) * | 2018-12-23 | 2021-08-10 | 合肥工业大学 | Method for intelligently changing urban traffic light phase sequence and urban comprehensive intelligent traffic system thereof |
| CN114220280A (en) * | 2021-12-12 | 2022-03-22 | 李会江 | Controllable traffic signal lamp for man and vehicle |
| CN114613158A (en) * | 2022-02-09 | 2022-06-10 | 阿里云计算有限公司 | Traffic control method, system and equipment |
| CN117935588A (en) * | 2024-03-20 | 2024-04-26 | 西安诚合工业自动化设备有限公司 | Signal lamp control system of AGV intelligent trolley in factory |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06506549A (en) * | 1991-04-15 | 1994-07-21 | チャウ，ハウ・ダン | Road and traffic control systems |
| CN201068539Y (en) * | 2007-01-26 | 2008-06-04 | 东南大学 | P-type turning road for crossing left-turning |
| CN101368358A (en) * | 2007-08-15 | 2009-02-18 | 池猛 | Scientific travelling method for urban highway crossroad |
-
2011
- 2011-06-16 CN CN201110160831.1A patent/CN102277804B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06506549A (en) * | 1991-04-15 | 1994-07-21 | チャウ，ハウ・ダン | Road and traffic control systems |
| CN201068539Y (en) * | 2007-01-26 | 2008-06-04 | 东南大学 | P-type turning road for crossing left-turning |
| CN101368358A (en) * | 2007-08-15 | 2009-02-18 | 池猛 | Scientific travelling method for urban highway crossroad |
| WO2009021421A1 (en) * | 2007-08-15 | 2009-02-19 | Meng Chi | Traffic system for city road intersection |
Cited By (34)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102568215A (en) * | 2012-02-26 | 2012-07-11 | 浙江大学 | Vehicle queuing detection method on basis of detectors |
| CN102568215B (en) * | 2012-02-26 | 2014-03-19 | 浙江大学 | Vehicle queuing detection method on basis of detectors |
| CN104541315A (en) * | 2012-06-01 | 2015-04-22 | 爱依阿欧集团有限公司 | Method and system for traffic resource allocation |
| CN102808365A (en) * | 2012-08-29 | 2012-12-05 | 周家齐 | Electronic program control method for left-turning time lane at urban intersection |
| CN102808365B (en) * | 2012-08-29 | 2014-07-16 | 周家齐 | Electronic program control method for left-turning time lane at urban intersection |
| CN103911928A (en) * | 2013-01-09 | 2014-07-09 | 陈甦 | Road traffic method using yellow lamp slow area for solving yellow lamp trespasser punishment problem |
| WO2014173028A1 (en) * | 2013-04-24 | 2014-10-30 | Leung Valiant Yuk Yuen | Level intersection crisscross interactive pedestrian-car-bus convenience anti-bottleneck mode traffic |
| CN103247170A (en) * | 2013-05-21 | 2013-08-14 | 许学光 | High-flow intelligent traffic control system and method |
| CN103247170B (en) * | 2013-05-21 | 2015-09-09 | 许学光 | A kind of high-flow intelligent traffic control and method |
| CN103290747A (en) * | 2013-06-24 | 2013-09-11 | 胡昌碰 | All-dimensional advance left turn and traffic thereof |
| CN103306177A (en) * | 2013-07-03 | 2013-09-18 | 洪朝彬 | Semi-interchange double-layer intersection |
| CN104123848A (en) * | 2014-07-14 | 2014-10-29 | 昆明理工大学 | Single intersection oversaturation signal timing method in consideration of widening segment length |
| CN104452504A (en) * | 2014-11-04 | 2015-03-25 | 吴小平 | Rear anticlockwise ring lane plane intersection designing scheme |
| WO2017157018A1 (en) * | 2015-11-06 | 2017-09-21 | 深圳市以捷创新科技有限公司 | Intersection traffic light driving system for smart electronic police |
| WO2017157019A1 (en) * | 2015-11-06 | 2017-09-21 | 深圳市以捷创新科技有限公司 | Intersection traffic light driving system for smart electronic police |
| WO2017157017A1 (en) * | 2015-11-06 | 2017-09-21 | 深圳市以捷创新科技有限公司 | Intersection traffic light circuit system for smart electronic police |
| CN106504545B (en) * | 2016-10-26 | 2019-09-27 | 长安大学 | A kind of road section traffic volume of major urban arterial highway turns around control method |
| CN106504545A (en) * | 2016-10-26 | 2017-03-15 | 长安大学 | A kind of road section traffic volume of major urban arterial highway turns around control method |
| CN106351095A (en) * | 2016-11-08 | 2017-01-25 | 广东振业优控科技股份有限公司 | Signal-control water-storage crossroad traffic control method and driveway structure |
| CN106781550A (en) * | 2017-02-22 | 2017-05-31 | 武汉理工大学 | The urban road intersection for being provided with comprehensive Dai Hang areas turns around device and its control method |
| CN107513913A (en) * | 2017-08-22 | 2017-12-26 | 嘉善德和塑胶五金有限公司 | A kind of scribble method of non-motor vehicle and zebra crossing |
| 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 |
| CN113240938B (en) * | 2018-12-23 | 2022-03-04 | 合肥工业大学 | Method for intelligently changing urban traffic light phase sequence and urban comprehensive intelligent traffic system thereof |
| CN113240938A (en) * | 2018-12-23 | 2021-08-10 | 合肥工业大学 | Method for intelligently changing urban traffic light phase sequence and urban comprehensive intelligent traffic system thereof |
| CN109695187A (en) * | 2019-01-11 | 2019-04-30 | 潍坊易达优道交通技术开发有限公司 | Intersection traffic sign and graticule system and its application method |
| CN109695187B (en) * | 2019-01-11 | 2021-04-20 | 潍坊易达优道交通技术开发有限公司 | Road intersection traffic sign and marking system and use method thereof |
| CN110211392A (en) * | 2019-05-27 | 2019-09-06 | 上海理工大学 | A kind of signal priority control method for variable public transport entrance driveway |
| CN111402602A (en) * | 2020-03-13 | 2020-07-10 | 东南大学 | Left-turn shift, widening and secondary parking combined signal priority system and application method thereof |
| CN114220280A (en) * | 2021-12-12 | 2022-03-22 | 李会江 | Controllable traffic signal lamp for man and vehicle |
| CN114220280B (en) * | 2021-12-12 | 2023-10-13 | 李会江 | Controllable traffic signal lamp for man and vehicle |
| CN114613158A (en) * | 2022-02-09 | 2022-06-10 | 阿里云计算有限公司 | Traffic control method, system and equipment |
| CN114613158B (en) * | 2022-02-09 | 2023-09-22 | 阿里云计算有限公司 | Traffic control method, system and equipment |
| CN117935588A (en) * | 2024-03-20 | 2024-04-26 | 西安诚合工业自动化设备有限公司 | Signal lamp control system of AGV intelligent trolley in factory |
| CN117935588B (en) * | 2024-03-20 | 2024-06-18 | 西安诚合工业自动化设备有限公司 | Signal lamp control system of AGV intelligent trolley in factory |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102277804B (en) | 2017-02-15 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102277804A (en) | Traffic lane configuration of road intersection and control method of corresponding traffic lights | |
| CN101463582B (en) | The more newly-installed crossing of means of transportation | |
| CN1752344A (en) | T-type signal control crossing traffic designing and traffic controlling method | |
| CN102024329B (en) | Coordination control method for crossroad left-turning pre-signal and straight-going successive signal | |
| CN101256716A (en) | Road grade crossing non-conflict traffic mode arrangement and control method | |
| CN100397435C (en) | Crossroads traffic management control system | |
| CN105070080A (en) | Plane road intersection dispersion system without left turn conflict | |
| CN102296503B (en) | Improved clover leaf overpass | |
| CN111143956B (en) | Design method of colored non-motor vehicle waiting area based on slow-going priority | |
| CN102938204A (en) | Variable guiding lane steering function conversion control method of city intersections | |
| CN103382695A (en) | Variable-expansion intersection lane | |
| CN1986966A (en) | Method for increasing traffic capacity of plane cross intersection | |
| CN106522053B (en) | Intersection guiding device with bus stop | |
| CN112735151A (en) | Road intersection multi-partition traffic organization method | |
| CN107447608A (en) | A kind of array type separation law of conflict for improving the urban intersection traffic capacity | |
| CN110444029A (en) | The parallel turning to left of level crossing | |
| CN105788305B (en) | The method for preventing metropolitan center area traffic jam | |
| CN1255570A (en) | Traffic dispatching and shunting method for road crossing on same level in urban area and its management equipment | |
| CN105672074A (en) | Urban road crossroad diversion system | |
| CN100334301C (en) | Apparatus for changing traffic administration pattern at present crossroads and its using method | |
| CN108442197B (en) | Channeling and passing method for arranging bus stop and bus lane at intersection | |
| CN102733275A (en) | Advance left-hand steering and its driving method | |
| CN105625125A (en) | Intersection structure of intersection and left circuit control method of intersection structure | |
| CN109778624A (en) | Intersection to current mode of going together and its passing method from all directions | |
| CN107464431A (en) | A kind of grade crossing two phase place passing method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |